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GENERAL ENGINEERING CATALOG – NO. 17

A PART OF

Unistrut is the original metal framing system featuring a unique
weldless connection. The Unistrut system eliminates welding
and drilling, and is easily adjustable and reusable for infinite
configurations. Over time, our brand has evolved from a simple
connection concept to a comprehensive engineered building
and support system featuring a robust line of channels, fittings,
fasteners, hangers, pipe clamps, and accessories. Backed by our
worldwide network of engineering and distribution centers, we
provide customers with total-resource capability, making Unistrut
the brand everyone asks for by name.

The Unistrut World of Support
starts with our network of Unistrut
Service Centers across the nation.

T

he Unistrut World of Support starts with our network of Unistrut
Service Centers across North America. They go far beyond providing
local product inventories... by offering complete application solutions,
based on experience gained from thousands of projects worldwide.
It’s the kind of knowledgeable assistance that can help save time and
cost now, and simplify change in the future.
Technical help? No one knows the engineering side of Unistrut support
systems like your local Unistrut team. And if it’s special fabrication, cutting
or custom finishing you want, the pros at your local Unistrut Service
Center will make it happen...quickly, efficiently, economically.
So when it’s help you need, call your Unistrut Service Center—
the quickest way to unlock Unistrut’s World of Support.

TABLE OF CONTENTS
INTRODUCTION . . . . . . . . . . . . . . . . . . 2-20
Unistrut Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-3
Table of Contents. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-5
Unistrut Metal Framing Systems . . . . . . . . . . . . . . . . . . . . . . . . 6-9
Quality Assurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Materials and Finishes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 - 13
Design Fundamentals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 - 15
Conversion Factors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
Reference Tables and Data . . . . . . . . . . . . . . . . . . . . . . . . . 17 - 18
Guide Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19
New Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20

15»8" CHANNEL . . . . . . . . . . . . . . . . . . 21-62
Channel Selection Chart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23
P1000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 - 29
P1100 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 - 32
P2000 (16 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 - 35
P3000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 - 38
P3300 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 - 41
P4000 (16 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 - 44
P4100 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 - 47
P4400 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 - 50
P4520 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 - 53
P5000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 - 56
P5500 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 - 59
Closure Strips . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60
End Caps and Frame Caps . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61
Lateral Bracing Load Reduction Chart & Bearing Loads . . . . . . .62

TELESTRUT® SYSTEM . . . . . . . . . . . . 63-70
Telescoping Tube. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 - 67
Connection Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69
Specialized Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68
Post Bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 - 69
Cutting Chart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70

NUTS & HARDWARE . . . . . . . . . . . . . 71-76
Channel Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 - 73
Top Retainer Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75
Stud Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74
Hardware . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 - 76
Threaded Rod . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75

GENERAL FITTINGS . . . . . . . . . . . . . 77-106
Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 - 82
Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82 - 85
Angular Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .85
“Z” Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .86
“U” Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 - 88
Wing Shape Fittings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 - 90
Post Bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90
Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 - 93
Brace Fittings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .94
Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 - 101
Trolleys . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102
Special Application Fittings . . . . . . . . . . . . . . . . . . . . . . . 103 - 104
Seismic Retrofit Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . 104 - 106

PIPE/CONDUIT SUPPORTS. . . . . . . 107-126
Pipe/Conduit Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108 - 111
Unicushion® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112
Pipe & Tubing (Cush-A-Clamp®) Clamps. . . . . . . . . . . . . 113 - 116
Pipe Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .117
Pipe Rollers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 - 119
Pipe Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119
Reference Tables. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 - 126

ELECTRICAL FITTINGS . . . . . . . . . . 127-138
Electrical Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128 - 130
Receptacles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131
Fixture Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131
Accessories and Connectors . . . . . . . . . . . . . . . . . . . . . . . . . .132
Junction Boxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132
In-Channel Joiners. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .133
Swivel Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .133
Cable Entrance Tubing and Accessories . . . . . . . . . . . . . 134 - 136
Electrical Fittings Technical Data . . . . . . . . . . . . . . . . . . . 137 - 138

CONCRETE INSERTS. . . . . . . . . . . . 139-146
Heavy-Duty Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .141
Standard-Duty Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . .142, 144
Light-Duty Inserts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143
Spot Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144
Deck Inserts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145
Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145
Technical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .146

SOLAR COMPONENTS. . . . . . . . . . 147-150
Application Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .148
Solar Connectors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .149
Key Advantages. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .150

UNIPIER® . . . . . . . . . . . . . . . . . . . . 151-168
Sleeper Support. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153 - 154
Strut Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 155 - 158
Conduit Supports
Mounted Support, Polycarbonate Base . . . . . . . . . . . . . . . . . . .157
Elevated Support, Polycarbonate Base . . . . . . . . . . . . . . . . . . .157
Elevated Support, Steel Base . . . . . . . . . . . . . . . . . . . . . . . . . .158
Gas and Mechanical Supports
Mounted Support, Polycarbonate Base . . . . . . . . . . . . . . . . . . .158
Mounted Support, w/Roller Polycarbonate Base . . . . . . . . . . . .158
Elevated Support, w/Roller, Polycarbonate Base . . . . . . . . . . .159
Elevated Support, w/Roller, Steel Base . . . . . . . . . . . . . . . . . . .160
Accessories
Spacer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .160
Support Pads, Deck Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . .160
Pipe Hanger Bases, Polycarbonate and Steel. . . . . . . . . . . . . .161
Fabricated Supports
Single Base Trapeze . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .162
Double Base Trapeze . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163
Heavy Duty Double Base Trapeze. . . . . . . . . . . . . . . . . . . . . . .163
Double Base Duct Support . . . . . . . . . . . . . . . . . . . . . . . . . . . .163
Mechanical Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .164
Bridge Cross-Over, Walkway, Service Platform or Ramp . . . . .164
Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .165
Pipe Diameters and Loading . . . . . . . . . . . . . . . . . . . . . . . . . . .166
Technical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .167 – 168

11»4" FRAMING SYSTEM . . . . . . . . . 169-180
A1000 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171 - 172
A3300 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 173 - 174
A4000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175 - 176
A5000 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .177
Channel Nuts and Closure Strips . . . . . . . . . . . . . . . . . . . . . . .178
Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 178 - 179
Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . 179 - 180
Angle and Wing Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . .179
“U” Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180
Pipe / Tubing Clips. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180
Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180

13

»16" FRAMING SYSTEM . . . . . . . . 181-190
P6000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 183 - 184
P7000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 185 - 186
Channel Nuts, End Caps, and Closure Strips . . . . . . . . . . . . . .187
Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 187 - 188
Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188
Angular Fittings, Wing Shape Fittings . . . . . . . . . . . . . . . 189 - 190
“Z” Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .189
“U” Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 189 - 190
Special Application Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . .190
Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190
Tubing Clips. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190

FIBERGLASS SYSTEM. . . . . . . . . . . 191-206
Heavy Duty Channel (Flange Profile) . . . . . . . . . . . . . . . . . . . .193
Light Duty Channel (Flange Profile). . . . . . . . . . . . . . . . . . . . . .194
Heavy Duty Channel (SST Profile) . . . . . . . . . . . . . . . . . . . . . .195
Nuts & Hardware . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196 - 198
Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 199 - 200
Pipe Clamps and Straps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .201
Clevis Hangers and Channel Inserts . . . . . . . . . . . . . . . . . . . . .202
Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .203
Power Rack Stanchions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .203
Chemical Compatibility . . . . . . . . . . . . . . . . . . . . . . . . . . 204 - 205
Specifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .206

SPECIAL METALS . . . . . . . . . . . . . . 207-212
Stainless Steel Channel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .209
Stainless Steel Nuts and Closure Strips . . . . . . . . . . . . . . . . . .210
Aluminum Channel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 211 - 212
Aluminum Closure Strips and End Caps . . . . . . . . . . . . . . . . . .212

PRIMEANGLE™ . . . . . . . . . . . . . . . . 213-218
PrimeAngle™. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .214
Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .215
PrimeAngle™ Technical Data . . . . . . . . . . . . . . . . . . . . . 216 - 218

UNITED INTERLOCK® GRATING. . . 219-234
Ease of Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .220
Plank Grating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 221 - 222
Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 223 - 225
Heavy Duty Stair Treads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .226
Design and Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .227
Plank Loads and Deflections . . . . . . . . . . . . . . . . . . . . . . 228 - 233
Architectural Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . .234

ROOFWALKS® . . . . . . . . . . . . . . . . 235-236
Roofwalk® Grating Planks . . . . . . . . . . . . . . . . . . . . . . . . . . . . .236
Hardware for Membrane, Foam or Coated Roof . . . . . . . . . . . .236
Standing Seam Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . .236

INDEX . . . . . . . . . . . . . . . . . . . . . . . 237-242

Unistrut Metal Framing – The Original Strut System

Featuring The Unique Weldless Connection

Hex-head bolt connects
fitting to channel as it
is threaded into spring
nut.

Chamfer in the nut
eases starting of the
bolt. Nut teeth create
a strong, vise-like grip
when tightened against
the inturned channel
edges.

Channel edges and the
nut's tapered grooves
act as guides to provide
fool-proof alignment of
connection.

Nut teeth grip the
channel's inturned
edges, tying the
channel sides together
in a "box" configuration
for added strength.

Spring allows precision
placement anywhere
along channel length,
then holds the nut in
position while the
connection is
completed.
6

Unistrut – The Original Metal Framing

Unistrut Connection

Strong, Fast, Economical and Adjustable
Insert the spring nut anywhere
along the continuous slotted
channel. The rounded nut ends
permit easy insertion.

2

1

A 90° clockwise turn aligns
the grooves in the nut with the
inturned edges of the channel.
Fittings can be placed anywhere
along the channel opening,
permitting complete freedom of
adjustment. The need for drilling
holes is eliminated.

3

Insert the bolt through the
fitting and into the spring
1
nut. (See illustration 5 for
end view showing the nut in
place)

4

Q

100% Adjustable

Q

100% Reusable

Q

No Welding

Q

No Drilling

Q

No Special Tools

Additional channel sections can
now be bolted to the fitting
already in place by following
procedure described in steps 1–3.

5
Tightening with a wrench
locks the serrated teeth of the
nut into the inturned edges
of the channel, to complete a
strong, vise-like connection.

Unistrut – The Original Metal Framing

7

Unistrut Service Centers

Serving Design
Professionals for
Over 85 Years
Unistrut products have been
helping to build a better world
since 1924. Used extensively in
nuclear, industrial and commercial construction markets
for over 85 years, Unistrut Metal Framing has set the standard
for product design, quality and
performance.
The initial Unistrut concept —
a simple spring nut and bolt
connecting a fitting to a
continuous slotted channel —
has evolved into a comprehensive engineered building and
support system.

Unistrut® — The Original
Metal Framing System
There is only one Unistrut
Metal Framing System. It
incorporates the innovative
product improvements that

our research and development
group has created to give you
the most complete and flexible support system available.
Backed by our worldwide
network of engineering and
distribution centers, Unistrut
provides customers with totalresource capability.

A North American network
of Unistrut Service Centers —
stocking standard Unistrut
components — are located
in principal cities to serve you
quickly and directly. Many
Service Centers are equipped
to design and supply drawings
for any type of metal framing application and also offer
fabrication and installation
services.
This catalog is a comprehensive
presentation of Unistrut Metal
Framing components plus technical data required by design,
specification and construction
professionals.

®

8

Unistrut – The Original Metal Framing

Unistrut Framing Systems
THE MOST COMPLETE METAL FRAMING SYSTEM — FOUR CHANNEL-WIDTH OPTIONS
Adjustability, demountability and reusability are engineered into each of the four Unistrut channel series.
Each series offers channels of varying depth and gage plus a complete line of fittings and accessories.

15»8” (41.3 mm) width
5

1 »8" width Series Channel

1 5⁄ 8"

VARIOUS
HEIGHTS
AVAILABLE

Designed to carry the heaviest
loads and provide the widest
variety of applications, the 15»8"
series has become the accepted
standard for use in mechanical,
electrical and general construction
applications where supports and
attachments must meet the highest strength requirements.

11»2” (38.1 mm) width

11»2" width Series Channel

1 1⁄ 2"

VARIOUS
HEIGHTS
AVAILABLE

A framing system designed for
medium to heavy loads, the
11»2" series offers hole spacing
and fittings where all parts
fit together, no matter where
they’re used, or at what angle.

11»4” (31.8 mm) width

11»4" width Series Channel
1

1 ⁄ 4"

VARIOUS
HEIGHTS
AVAILABLE

A framing system designed for
medium loads, the 11»4" series is
especially suitable for use in the
OEM, commercial and display
markets. It maintains a lightness in scale and a clean line that
makes it aesthetically pleasing
as well as functional.

13
13

»16" width Series Channel

13

⁄16"
VARIOUS
HEIGHTS
AVAILABLE

Unistrut – The Original Metal Framing

»16” (20.6 mm) width

A unique half-size reduction of
the 15»8" channel-width series, this
smaller channel size can be used
to carry light loads economically
in applications such as instrumentation, retail displays and lightduty laboratory supports. It also
provides the flexibility found in
all Unistrut framing systems.
9

Quality Assurance and Traceability
PRODUCT LOAD TESTING
Product testing is an important
part of Unistrut’s Quality
Assurance Program. We utilize
our own testing facilities, as well
as those of independent testing
laboratories, to determine design
loads with proper and adequate
safety factors. These design loads
are indicated, where applicable,
throughout the catalog. Loads are
based on AISI Specification For
The Design Of Cold-Formed Steel
Structural Members, 2007 Edition.

Destructive and non-destructive
testing procedures are used to test
for variables such as corrosion,
conductivity, electro-static
dissipation, ultra-violet resistance,
wind resistance, dimensional
accuracy, material integrity and
slip resistance.
In short, if there’s a specification
to meet, Unistrut will develop
a test to quantify and verify it.
Using design properties of the
Unistrut framing members, load

data given in this catalog, and/or
design procedures of the
American Iron & Steel Institute
Specification For The Design Of
Cold-Formed Steel Structural
Members, 2007 Edition, it is
possible to design any type of
structure within the capabilities
of the system.
Assemblies or connections that
cannot be calculated using
provisions of the AISI specifications
must be established by applicationspecific tests.

QUALITY PROGRAM
Unistrut is committed to being
the “best” in the metal framing
industry. In order to meet this
goal, Unistrut has adopted the
philosophy of “Zero Defects and
Continuous Improvement”. This
means on-going reviews of our
manufacturing processes,

operating procedures and quality
systems to find ways of improving
efficiency, productivity and quality. It means establishing process
controls and problem-prevention
techniques to ensure that superior
quality is built into every Unistrut
product.

Our drive to be the best includes
not just quality products, but
on-time delivery and prompt
resolution of customer needs and
concerns. At Unistrut, quality is
number one.

TRACEABILITY

Unistrut channel is stamped with a
numeric code that allows traceability
to the origin of the steel

10

Unistrut – The Original Metal Framing

Materials and Finishes
MATERIAL

Framing Members

Nuts and Bolts

Fittings

Unistrut channels and continuous
inserts are accurately and carefully cold-formed to size from
low carbon strip steel. One side
of the channel has a continuous
slot with inturned edges. Secure
attachments may be made to the
framing member with the use of
hardened, toothed, slotted nuts
which engage the inturned edges.

Unistrut nuts are made from
steel bars. After all machining
operations are complete, they
are thoroughly case hardened.
Nuts are rectangular with ends
shaped to permit a quarter turn
clockwise in the framing member
after insertion through the slotted
opening in the channel. Two
toothed grooves in the top of the
nut engage the inturned edges
of the channel and, after bolting
operations are completed, will
prevent any movement of the
bolt and nut within the framing
member.

Unistrut fittings, unless noted
otherwise, are punch-press made
from hot rolled, pickled and oiled
steel plates, strip or coil, and
conform to ASTM specifications
A575, A576, A635 or A36. The
fitting steel also meets the
physical requirement of ASTM
A1011 SS GR 33. The pickling
of the steel produces a smooth
surface free from scale.

Raw steel shall conform to the
following ASTM specifications:

GAGE

12

14

16
19

FINISH

ASTM NO.

GR & HG

A1011 SS GR 33

PG

A653 GR 33

GR & HG

A1011 SS GR 33

PG

A653 GR 33

GR & HG

A1011 SS GR 33

PG

A653 GR 33

GR

A1008

All bolts and nuts have Unified
coarse screw threads. The standard
framing nut is 1»2" and conforms to
ASTM A576 GR 1015 modified and
A1011 SS GR 45. Screws conform
to SAE J429 GR 2.

WEIGHTS AND DIMENSIONS
Weights given for all materials are
approximate shipping weights.
All dimensions are subject to
commercial tolerance within
published specifications.

®

WE RESERVE THE RIGHT TO MAKE SPECIFICATION CHANGES
WITHOUT NOTICE.
WHILE EVERY EFFORT HAS BEEN MADE TO ASSURE THE ACCURACY
OF INFORMATION CONTAINED IN THIS CATALOG AT THE TIME OF
PUBLICATION, WE CANNOT ACCEPT RESPONSIBILITY FOR
INACCURACIES RESULTING FROM UNDETECTED ERRORS OR OMISSIONS.
THE BLUE COLOR USED ON UNISTRUT COMPONENTS ILLUSTRATED
IN THIS CATALOG IS FOR GRAPHIC ENHANCEMENT ONLY, AND DOES
NOT REPRESENT ACTUAL PRODUCT COLOR.
Unistrut – The Original Metal Framing

11

Finishes

Perma-Green® III
The performance of Unistrut’s Perma-Green III
far exceeds that of conventional finishes. And
compared to competitive “high-performance” coatings,
Perma-Green III provides superior resistance to chalking, checking and fading and is far less vulnerable to
common acidic atmospheres, solvents and alkalis.

First stage hot
alkaline cleaning
of channel.

Second stage
hot alkaline
cleaning of
channel.

Channel is rinsed
with clean water
to remove
cleaning
solution.

Conditioning
rinse.

Second stage
deionized water
rinse to prepare
channel for
E-Coating.

Final deionizer
water rinse.

Electro-deposition Post rinse spray.
tank applies the
epoxy PermaGreen III to all
surfaces.

Just as important, Perma-Green III is the result of
an environmentally neutral process that virtually
eliminates the toxic metals commonly found in
competitive paint-based finishes.

Channel is
phosphated to
produce a
phosphate
coating.

Channel is rinsed
to remove
excess
phosphate
solution.

Sealer is applied.

First stage
deionizer water
rinse to remove
excess sealer.

Post rinse dip
tray.

Post rinse spray.

Virgin deionized
water halo rinse.

The oven cure
process dries the
channel and cross
links the epoxy
thermoset resins at
375° F.

PERMA-GREEN® III (GR) TECHNICAL DATA
Sealer
Phosphate

Prepared
Steel

12

E-Coat

STEEL SUBSTRATE PREPARATION
Ten stage continuous cleaning,
phosphate process.
Substrate after “prep”: sealed
phosphate conversion coating.
COATING
Thermoset epoxy
Color:
Federal Highway Green
Color Tolerance Chart
PR Color No. 4
Hardness: 2H.
Coating Process:
Cathodic Electrodeposition.

PERFORMANCE
Salt Spray:
Scribed: exceeds 400 hours per
ASTM B117. (1»8" creep)
Unscribed: exceeds 600 hours per
ASTM B117. (6% red rust)
Chalk:
Nominal at 1,000 hours per
weatherometer G-23 test.
Checking:
None at 1,000 hours per
weatherometer G-23 test.
Fade:
Less than 50% compared to
standard epoxy E.C. coatings.
ENVIRONMENTAL ISSUES
Formulated as a “heavy metal”-free
coating (trace elements only).
Outgassing in service: essentially none
at 350°F for 24 hours.
Unistrut – The Original Metal Framing

Finishes

PLAIN (PL)

Electroplated Zinc (EG)

Zinc Coating

Plain finish designation means that
the channel retains the oiled surface
applied to the raw steel during the
rolling process.The fittings have the
original oiled surface of the coil or
strip steel material.

ASTM B633, Type III SC1 or SC3

Unistrut products are available in four
types of zinc coatings:

Pregalvanized Zinc (PG)
ASTM A653

3#-ILD	HASA:INCCOATINGOF
and is recommended for dry indoor
use. SC1 is the standard finish thickness.
3#3EVERE	HASA:INCCOATINGOF
0.5 mill and is the standard finish
thickness only on UL Listed raceway
products.

Pregalvanized steel is zinc coated by
a hot dip process. Steel strip from a
coil is fed through a continuous zinc
coater which cleans, fluxes and coats
the steel with molten zinc. After cooling, the steel is recoiled.
The pregalvanized zinc coating
conforms to a G-90 thickness
designation per ASTM A653.
The zinc thickness is .75 MIL or
.45 oz./sq. ft. of surface area.

In the electroplating process, the
part to be zinc coated is immersed
in a solution of zinc ions. An electric
current causes the zinc to be
deposited on the part.

s%LECTROPLATED%'	
s0ERMA
'OLD:$	
s0REGALVANIZED0'	
s(OT$IP'ALVANIZED('	
:INCOFFERTWOTYPESOFPROTECTION
sBarrier: The zinc coating protects
the steel substrate from direct
contact with the environment.
sSacrificial: The zinc coating will
protect scratches, cut edges, etc.
through an anodic sacrificial
process.

Perma-Gold (ZD)

The service life of zinc coating is
directly related to the zinc coating
thickness as shown below.

ASTM B633, Type II SC3
Similar to the EG process except in a
yellow color.

Comparison of Zinc Finishes

(OT$IP'ALVANIZED
Pre-galvanized
Electro-Galvanized (SC1)
Electro-Galvanized (SC3)
Perma-Gold (SC3)

In hot dip galvanizing, the finished
part is immersed in a bath of molten
zinc. This method results in complete
zinc coverage and a thicker coating
than pregalvanized or plated zinc.

Life of Protection vs. Thickness of Zinc
and Type of Atmosphere
* Service Life is defined as the time to 5% rusting of the steel surface
80

The zinc coating is typically 2.6 MIL or
1.5 oz./sq. ft. of surface area.

When specific applications require
other than standard available finishes,
special finishes can be supplied per
customer requirements.

11

21

32

43

54

65

75

86

97

108 118 129

70

L

RA

RU

Service Life, Years*

SPECIAL COATING

2.6 MIL
0.75 MIL
0.2 MIL
0.5 MIL
0.5 MIL

As shown in the graph, when the zinc
coating is double, the service life is
double under most conditions.

HOT DIP GALVANIZED (HG)
ASTM A123 OR A153

This is the coating of choice for
applications where severe corrosion is
a design factor.

Zinc
Thickness

Finish

This coating is offered on Unistrut
channel and tubing and is a well-proven, time-tested performer for indoor
and outdoor applications. For severe
corrosion applications, hot dip galvanizing, as described below, is a good
alternative.

60
E
RIN
MA INE
L
ICA MAR
OP
TR RATE
E
P
TEM
BAN L
UR
A
B
U
TRI
S
DUS
Y IN
L
E
RAT

50
40
30

DE

MO

20

IAL

USTR

Y IND

HEAV

10

Oz. of Zinc/Sq. Ft. of Surface
.25

.50

.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00

0.4

0.8

1.3

Thickness of Zinc in Mils

Unistrut – The Original Metal Framing

1.7

2.1

2.6

3.0

3.4

3.8

4.2

4.7

5.1

13

Design Fundamentals
BEAMS
Beams are structural members loaded
at right angles (perpendicular) to their
length. Most beams are horizontal and
subjected to gravity or vertical loads,
e.g. a shelf support. However a vertical
member can act as a beam under certain
conditions, such as a curtain wall mullion
subjected to wind loading.The bending
moment developed in a beam is dependent on:
(a) The amount of load applied,
(b) The type of loading applied, and
(c) The support conditions

SUPPORT CONDITIONS CONTINUOUS BEAM

Any simple beam that is supported at one
or more intermediate points is a continuous beam. A mezzanine joist that passes
over three or more columns is an example
of a continuous beam.

SUPPORT CONDITIONS FIXED-END BEAM

BEAM LOADING - POINT LOAD
A load concentrated onto a very small
length of the beam is a point load.

BEAM LOADING - UNIFORM LOAD

Supports that prevent the beam from
rotating into a natural deflected curve
produce a fixed-end beam. A welded end
connection to very rigid support produces
a fixed-end beam.

SUPPORT CONDITIONS CANTILEVER BEAM
A load spread evenly over a relatively long
length of the beam is a uniform load.
Point and uniform loads can be placed on
a beam in any combination. A series of
point loads can approximate a uniform
loading. The load charts and tables are
based on a uniform load unless identified
otherwise.

A cantilever beam is a fixed-end beam that
is supported at one end only, while the
other end is unsupported. Unistrut brackets are examples of cantilever beams.

DEFLECTION

SUPPORT CONDITIONS - SIMPLE BEAM
A simple beam has supports that prevent
movement left and right, or up and down,
but do not restrain the beam from rotating
at the supports into a natural deflected
curve. Most Unistrut Metal Framing connections produce simple beams. The load
charts and tables are based on simple
beams unless identified otherwise.

14

The stiffness of the beam’s cross-sectional
shape is measured by its “Moment Of
Inertia” or "I". The larger a beam’s "I", the
stiffer it is and the less it will deflect. A
beam’s "I" can change for each major axis.
The "I" of both major axes (I 1-1 and I 2-2)
are provided.
The stiffness of a beam’s material is measured by its “Modulus of Elasticity” or "E".
The larger a material’s "E", the stiffer it is
and the less it deflects. For example, steel
is about three times stiffer than aluminum
and as a result, deflects only one-third
ASMUCH$ONOTCONFUSESTIFFNESSWITH
strength. Two materials may have identical
strengths yet still have different "E’s". A
high-strength aluminum may be as strong
as steel and still deflect three times as
much.
The load charts and tables give calculated
deflections for the loads shown. In many
cases, a final design will be determined by
the maximum deflection, not the maximum load.

BENDING MOMENT
Is it strong enough? This is the final
consideration for any beam. A beam must
not only hold up the anticipated loads, but
must also have sufficient additional capacity to safely hold unforeseen variations
in applied loads and material strengths.
This additional capacity is called a safety
factor and is usually regulated by the
various design codes and standards. A
beam’s strength is usually measured by an
allowable bending moment or an allowable stress. The traditional approach is the
allowable stress method, where a beam is
determined to have a maximum allowable
stress (in pounds per square inch) which
is not to be exceeded.
The approach of the current AISI “SpecilCATION&OR4HE$ESIGN/F#OLD
&ORMED
Steel Structural Members” is to use a
maximum allowable bending moment (in
inch-pounds) which is not to be exceeded.
Bending moment divided by a beam’s section modulus or "S" equals stress.

All beams deflect under load. The amount
of deflection is dependent on
(a) the amount of load,
(b) the support conditions,
(c) the stiffness of the beam’s
cross-sectional shape, and
(d) the stiffness of the beam material.

Unistrut – The Original Metal Framing

Design Fundamental
COLUMNS
Columns are structural members that
are loaded parallel to their length. Most
columns are vertical and are used to carry
loads from a higher level to a lower level.
However any member subjected to compression loads, such as a diagonal or prop
brace, is a column.

SUPPORT CONDITIONS FIXED TOP – FIXED BOTTOM
Both ends are restrained
against rotation and
lateral movement
(translation).

A column fails by “buckling”, which is a
sudden loss of straightness and subsequent collapse. Allowable column load is
dependent on:
(a) the length of column,
(b) the type of loading,
(c) the support conditions, and
(d) the column’s cross-sectional shape
and material.

COLUMN LENGTH
The column length is measured from
braced point to braced point. A braced
point is where the column is restrained
from lateral movement (translation) in all
directions.

COLUMN LOADING –
CONCENTRIC LOADING
Loads applied to the center of gravity of
the column cross-section are considered
concentric. A beam that passes over
and rests on the top of a column is an
example of concentric loading.

COLUMN LOADING –
ECCENTRIC LOADING
Any load which is not concentric is eccentric. The amount of eccentricity (in
inches) has a major effect on the load-carrying capacity of any particular column.
A load that is transmitted to a Unistrut
Metal Framing column using a standard
fitting bolted to the slot face is considered
eccentric.
The load tables give allowable loads for
both concentric (loaded at C.G.) and certain eccentric (loaded at slot face) loading. Allowable loads for other eccentric
loading must be determined by a qualified
design professional.

SUPPORT CONDITIONS
Based on the support conditions, an appropriate "K" value is selected.This “K”
value, which mathematically describes
the column end conditions, is used in the
column design equations. The most common support condition combinations are
as follows:

Unistrut – The Original Metal Framing

K = 0.65

SUPPORT CONDITIONS PINNED TOP – FIXED BOTTOM
The top is restrained
against lateral
movement (translation)
but is allowed to rotate.
The bottom is restrained
against rotation and
lateral movement.
This is a common
support condition and
is used to construct the K = 0.80
allowable column load
applied at the Slot Face
tables.

SUPPORT CONDITIONS PINNED TOP –
PINNED BOTTOM
Both ends are
restrained against
lateral movement
(translation) but, are
allowed to rotate.

K = 1.0

CROSS-SECTIONAL SHAPE
The cross-sectional shape of a column
member determines the value of its
“Radius of Gyration” or "r". In general, a
member with a large "r" makes a better
column than a member with a small "r".
Each axis of a column has a different "r".
Typically the axis with the smallest "r"
determines the final design.

BOLT TORQUE
Bolt torque values are given to ensure
the proper connection between Unistrut
Metal Framing components. It is important
to understand that there is a direct, but
not necessarily consistent, relationship
between bolt torque and tension in the
bolt.Too much tension in the bolt can
cause it to break or crush the component
parts. Too little tension in the bolt can
prevent the connection from developing
its full load capacity. The torque values
given have been developed over many
years of experience and testing.
Bolt Torque
BOLT
SIZE

1

» 4"
-20

5

Rec.Torque
Ft/Lbs 1‡P

6
(8)

11
19 50 100 125
(15) (26) (68) (136) (170)

Max Torque
Ft/Lbs 1‡P

7
(9)

15
25 70 125 135
(20) (34) (95) (170) (183)

»16"
-18

3
» 8"
-16

1
» 2"
-13

5
» 8"
-11

3
» 4"
-10

These are based on using a properly
calibrated torque wrench with a clean dry
(non-lubricated) Unistrut fitting, bolt and
nut. A lubricated bolt or nut can cause
extremely high tension in the connection
and may lead to bolt failure. It must be
noted that the accuracy of commercial
torque wrenches varies widely and it is the
responsibility of the installer to ensure that
proper bolt torque has been achieved.

SUPPORT CONDITIONS FIXED / FREE TOP – FIXED BOTTOM
The top is restrained
against rotation but
is allowed to move
laterally. The bottom
is restrained against
rotation and lateral
movement (translation).

K = 1.2

15

Conversion Factors
UNIT CONVERSIONS

To Convert From

English To Metric
To

Multiply By

Millimeter [mm]
Meter [m]
Meter [m]
Kilometer [km]

25.400 000
0.304 800
0.914 400
1.609 347

Square Inch [in2]
Square Millimeter [mm2]
Square Foot [ft2]
Square Meter [m2]
Square Yard [yd2]
Sqare Meter [m2]
Square Mile [mi2] (U.S. Statute) Square Kilometer [km2]
Acre
Square Meter [m2]
Acre
Hectare

645.16
0.092 903
0.836 127
2.589 998
4046.873
0.404 687

Cubic Millimeter [mm3]
Cubic Meter [m3]
Cubic Meter [m3]
Litre [l]
Litre [l]

16387.06
0.028 317
0.764 555
3.785 412
0.946 353

Gram [g]
Kilogram [kg]
Kilogram [kg]

28.349 520
0.453 592
907.185

Newton [N]
Newton [N]

0.278 014
4.448 222

Pound-Force-Inch [lbf-in] Netwon-Meter [N-m]
Pound-Force-Foot [lbf-ft] Newton-Meter [N-m]

0.112 985
1.355 818

Kilopascal [kPa]

6.894 757

Kilopascal [kPa]
Kilopascal [kPa]

2.988 980
3.386 380

Joule [J]
Joule [J]
Joule [J]
Joule [J]

1.355 818
1055.056
4.186 800
3,600,000

0.000061
35.314 662
1.307 950
0.264 172
1.056 688

Gram [g]
Kilogram [kg]
Kilogram [kg]

Ounce (Avoirdupois) [oz] 0.035 274
Pound (Avoirdupois) [lb] 2.204 624
Short Ton
0.00110

Newton [N]
Newton [N]

Ounce-Force
Pound-Force [lbf]

3.596 941
0.224 809

Netwon-Meter [N-m]
Newton-Meter [N-m]

Pound-Force-Inch [lbf-in]
Pound-Force-Foot [lbf-ft]

8.850 732
0.737 562

Kilopascal [kPa]
Square Inch [lbf/in2]
Kilopascal [kPa]
Kilopascal [kPa]

Pound-Force per

0.145 038

Foot of Water (39.2 F)
Inch of Mercury (32 F)

0.334 562
0.295 301

Joule [J]
Joule [J]
Joule [J]
Joule [J]

Foot-Pound-Force [ft-lbf]
British Thermal Unit [Btu]
Calorie [cal]
Kilowatt Hour [kW-h]

0.737 562
0.000948
0.238 846
2.78-7

Foot-Pound-Force

0.737 562

British Thermal Unit

3.412 142

Power

Power
Foot-Pound-Force
Watt [W]
/Second [ft-lbs/s]
British Thermal Unit
Watt [W]
/Hour [Btu/h]
Horsepower [hp] (550 Ft. Lbf/s) Kilowatt [kW]

1.355 818
0.293 071
0.745 700

Watt [W]
/Second [ft-lbs/s]
Watt [W]
/Hour [Btu/h]
Kilowatt [kW]

Horsepower (550 Ft. Lbf/s) [hp]1.341 022

Angle

Angle
Radian [rad]

0.017 453

Radian [rad]

Degree

57.295 788

Temperature

Temperature

16

Cubic Inch [in3]
Cubic Foot [ft3]
Cubic Yard [yd3]
Gallon [gal] (U.S. Liquid)
Quart [qt] (U.S. Liquid)

Energy, Work, Heat

Energy, Work, Heat

Degree Fahrenheit [°F]

Cubic Millimeter [mm3]
Cubic Meter [m3]
Cubic Meter [m3]
Litre [l]
Litre [l]

Pressure, Stress

Pressure, Stress

Degree

Square Inch [in2]
0.001550
Square Foot [ft2]
10.763 915
Square Yard [yd2]
1.195 991
Square Mile [mi2](U.S. Statute)0.386 101
Acre
0.000 247
Acre
2.471 046

Bending Moment

Bending Moment

Foot-Pound-Force [ft-lbf]
British Thermal Unit [Btu]
Calorie [cal]
Kilowatt Hour [kW-h]

Square Millimeter [mm2]
Square Meter [m2]
Sqare Meter [m2]
Square Kilometer [km2]
Square Meter [m2]
Hectare

Force

Force

Pound-Force per
Square Inch [lbf/in2]
Foot of Water (39.2 F)
Inch of Mercury (32 F)

0.039 370
3.280 840
1.093 613
0.621 370

Mass

Mass

Ounce-Force
Pound-Force [lbf]

Inch [in]
Foot [ft]
Yard [yd]
Mile [mi] (U.S. Statute)

Volume

Volume

Ounce (Avoirdupois) [oz]
Pound (Avoirdupois) [lb]
Short Ton

Millimeter [mm]
Meter [m]
Meter [m]
Kilometer [km]

Area

Area

Cubic Inch [in3]
Cubic Foot [ft3]
Cubic Yard [yd3]
Gallon [gal] (U.S. Liquid)
Quart [qt] (U.S. Liquid)

Multiply By

Length

Length
Inch [in]
Foot [ft]
Yard [yd]
Mile [mi] (U.S. Statute)

Metric to English
To

To Convert From

Degree Celsius [°C]

(F° -32)/1.8

Degree Celsius [°C]

Degree Fahrenheit [°F]

1.8xC°+32

Unistrut – The Original Metal Framing

Reference Tables and Data
BEAM SUPPORT CONDITIONS
Cantilever Beams
P

P
a
V max. = P

V max. = W
WL
M max. =
2
3
max. = WL
8EI

L

L

M max. = PL
max. =

V

PL3
3EI

V

M

b
V max. = P
L

M max. = Pb
2
max. = Pb (3L-b)
6EI

V

M

M

Simple Beams
L

P

P

2
R=
L

R

R

V

P
2

R=
L

P
2
PL
M max. =
4
3
PL
max. =
48EI
V max. =

M

R

R

V

a

W
2

W
2
WL
M max. =
8
3
5WL
max. =
384EI
V max. =

M

b
L

R1

R1= Pb
L
Pa
R2=
L

R2

V max. = Pa
L
Pab
M max. =
L
Pab(a+2b) 3a(a+2b)
max. =
27EIL

V

M

Beams Fixed At One End & Supported At The Other
L

P

P

2
L

11P
16
3PL
M max. =
16

R1

V max. =

V

PL3
max. = 0.009317
EI

L

R1

5W
8
WL
M max. =
8

3L
8
M

2
R1= Pb3 (a+2L)
2L

b
L

V max. =

V

max. at x = 0.447L
M

a

3W
R1=
8

5P
R1=
16

Pa
2 2
R2 R2= 3 (3L -a )
2L

R1
V

M at point of load = R1a

max. at x = 0.4215L
3
max. = WL
185EI

3L
4

M at fixed end = Pab
(a+L)
2L3

M

Beams Fixed At Both Ends
L

P
2

P
P
2
PL
M max. =
8
3
max. = PL
192EI
V max. =

L
V

W
2
WL
M max. =
12
3
max. = WL
384EI

2
R1= Pb (3a+b)
L3

b

a

V max. =
L
V

L
R1

2

R2

R2= Pa3 (a+3b)
L

V
2
M1 = Pab
L2
2

M

R – Reaction
M – Moment
P – Concentrated Load
Unistrut – The Original Metal Framing

M

W – Total Uniform Load
V – Shear
L – Length

M1

M2

M2 = Pa2 b
L

– Deflection
E – Modulus of Elasticity
I – Moment of Inertia
17

Reference Tables and Data
CONVERSION FACTORS FOR BEAMS WITH VARIOUS STATIC LOADING CONDITIONS
All Beam Load tables are for single-span (simple) beams supported at the ends.These can be used in the majority of the
cases. However, there are times when it is necessary to know what happens with other loading and support conditions.
Some common arrangements are shown below. Simply multiply the values from the Beam Load tables by
factors given below

Load and Support
Condition

Load
Factor

Deflection
Factor

1.00

1.00

2. Simple Beam,
Concentrated Load at Center

.50

.80

3. Simple Beam,
Two Equal Concentrated Loadcs at 1/4 pts

1.00

1.10

4. Beam Fixed at Both Ends,
Uniform Load

1.50

.30

5. Beam Fixed at Both Ends,
Concentrated Load at Center

1.00

.40

6. Cantilever Beam,
Uniform Load

.25

2.40

7. Cantilever Beam,
Concentrated Load at End

.12

3.20

1.30

.92

9. Continuous Beam, Two Equal Spans,
Uniform Load on Both Ends

1.00

.42

10. Continuous Beam, Two Equal Spans,
Concentrated Load at Center of One Span

.62

.71

11. Continuous Beam, Two Equal Spans,
Concentrated Load at Center of Each Span

.67

.48

1. Simple Beam,
Uniform Load

SPAN

8. Continuous Beam, Two Equal Spans,
Uniform Load on One Span

EXAMPLE I:
Determine load and deflection of a
P 1000 beam continuous over one
support and loaded uniformly on one span.

5' - 0"

SPAN

5' - 0"

SOLUTION:
A. From load table for P1000 on page 25 load for a 5'-0" span is
680# and deflection is .35".
B. Multiply by factors from Table above.
Load = 680# x 1.30 = 884#
Deflection = .35" x .92 = .32"

18

SPAN

EXAMPLE II
Determine load and deflection of a P 5500
cantilever beam with a concentrated load on
the end.

3' - 0"

SOLUTION:
A. From load table P5500 on page 58 load for a 3'-0" span is
2180# and deflection is .09".
B. Multiply by factors from Table above.
Load = 2180# x .12 = 262#
Deflection = .09" x 3.20 = .29"

Unistrut – The Original Metal Framing

Guide Specification
PART I - GENERAL
1.01 SCOPE OF WORK
A. Provide all Unistrut Metal Framing
material, fittings and related
accessories (Strut System) as
INDICATEDONTHE#ONTRACT$RAWINGS
B. Provide all labor, supervision,
engineering, and fabrication required
for installation of the Strut System in
ACCORDANCEWITHTHE#ONTRACT$RAWings and as specified herein.
C. Related work specified elsewhere.
1.02 QUALITY ASSURANCE
A. Manufacturer’s qualifications:
1. The manufacturer shall not
have had less than 10 year’s
experience in manufacturing
Strut Systems.
2. The manufacturer must certify
in writing all components
supplied have been produced in
accordance with an established
quality assurance program.
B. Installer’s qualifications:
1. Installer must be a Unistrut
trained manufacturer’s authorized representative/installer
with not less than 5 years
experience in the installation
of Strut Systems of this size and
conformation.
2. All Strut System components
must be supplied by a single
manufacturer.
C. Standards:
1. Work shall meet the requirements of the following
standards:
a. Federal, State and Local codes.
b. American Iron and Steel
Institute (AISI) Specification
FORTHE$ESIGNOF#OLD
Formed Steel Structural
Members 2007 Edition.
c. American Society for Testing
And Materials (ASTM).
1.03 SUBMITTALS
A. Structural Calculations and Shop
$RAWINGS
1. Submit structural calculations
for approval by the project engineer. Calculations may include,
but are not limited to:
A $ESCRIPTIONOFDESIGNCRITERIA
b. Stress and deflection analysis.
c. Selection of Unistrut framing
members, fittings, and
accessories.
2. Submit all shop/assembly drawings necessary to completely
install the Strut System in
compliance with the Contract
$RAWINGS
3. Submit all pertinent manufacturers published data.
Unistrut – The Original Metal Framing

1.04 PRODUCT DELIVERY,
STORAGE, AND HANDLING
A. All material is to be delivered to
the work site in original factory
packaging to avoid damage to the
finish.
B. Upon delivery to the work site,
all components shall be protected
from the elements by a shelter or
other covering.
1.05 GUARANTEE
A. Separate guarantees shall be issued
from the erector and manufacturer,
valid for a period of 1 year, against
any defects that may arise from the
installation or manufacture of the
Strut System components.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. All Strut System components shall
be as manufactured by UNISTRUT
CORPORATION or approved equal
as determined by the Architect or
Engineer of record in writing 10
days prior to bid date.
2.02 MATERIALS
A. All channel members shall be
fabricated from structural grade steel
conforming to one of the following
ASTM specifications:
A 1011 SS GR 33, A 653 GR 33.
B. All fittings shall be fabricated from
steel conforming to one of the following ASTM specifications:
A 575, A 576, A 36 or A 635.
C. Substitutions
Any substitutions of product or
manufacturer must be approved in
writing ten days prior to bid date, by
Architect or Engineer of record.
2.03 FINISHES
A. Strut System components shall be
finished in accordance with one of
the following standards:
1. PERMA-GREEN® III (GR)
Rust inhibiting epoxy enamel
paint applied by electrodeposition, after cleaning and
phosphating, and thoroughly
baked. Color is per Federal
Highway Green, Color Tolerance
Chart PR Color No. 4. Finish to
withstand minimum 400 hours
salt spray when tested in accordance with ASTM B117.

 02%
'!,6!.):%$0'	
 :INCCOATEDBYHOT
DIPPED
process prior to roll forming.
The zinc weight shall be G90
conforming to ASTM A 653.
 (/4
$)00%$'!,6!.):%$('	
 :INCCOATEDAFTERALLMANUFACTURing operations are complete.
Coating shall conform to
ASTM A 123 or A 153.
5. SPECIAL COATING / MATERIAL
 $ESCRIBEASAPPLICABLE	
PART 3 - EXECUTION
3.01 EXAMINATION
A. The installer shall inspect the work
area prior to installation. If work
area conditions are unsatisfactory,
installation shall not proceed until
satisfactory corrections are
completed.
3.02 INSTALLATION
A. Installation shall be accomplished by
a fully trained manufacturer authorized installer.
B. Set Strut System components into
final position true to line, level and
plumb, in accordance with approved
shop drawings.
C. Anchor material firmly in place.
Tighten all connections to their
recommended torques.
3.03 CLEANUP
A. Upon completion of this section of
work, remove all protective wraps
and debris. Repair any damage due to
installation of this section of work.
3.04 PROTECTION
!$URINGINSTALLATIONITSHALLBETHEREsponsibility of the installer to protect
this work from damage.
B. Upon completion of this scope
of work, it shall become the responsibility of the general contractor
to protect this work from damage
during the remainder of construction
on the project and until substantial
completion.

 %,%#42/
'!,6!.):%$%'	
Electrolytically zinc coated per
ASTM B 633 Type III SC 1

19

New Products

UNIPIER® ROOFTOP PIPE SUPPORT SYSTEM

NEW CHANNEL SECTION P4520/P4521 (15/8" X 13/16")

NEW CHANNEL SECTION P4400/P4401 (15/8" X 1")

NEW BEAM CLAMP P1640

20

Unistrut – The Original Metal Framing

15⁄8" CHANNEL
Channel Selection Chart ...................................................................23
P1000 (12 Gauge) .......................................................................24 - 29
P1100 (14 Gauge) .......................................................................30 - 32
P2000 (16 Gauge) .......................................................................33 - 35
P3000 (12 Gauge) .......................................................................36 - 38
P3300 (12 Gauge) .......................................................................39 - 41
P4000 (16 Gauge) .......................................................................42 - 44
P4100 (14 Gauge) .......................................................................45 - 47
P4400 (12 Gauge) .......................................................................48 - 50
P4520 (12 Gauge) .......................................................................51 - 53
P5000 (12 Gauge) .......................................................................54 - 56
P5500 (12 Gauge) .......................................................................57 - 59
Closure Strips ....................................................................................60
End Caps and Frame Caps ................................................................61
Lateral Bracing Load Reduction Chart & Bearing Loads.................62

MATERIAL

DIMENSIONS

Unistrut channels are accurately and carefully cold formed
to size from low-carbon strip steel.

Imperial dimensions are illustrated in inches. Metric dimensions are shown in millimeters and rounded to one decimal
place.

All spot-welded combination members, except P1001T,
are welded 3" (76 mm) maximum on center.

STEEL: PLAIN
12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and
16 Ga. (1.5 mm) ASTM A1011 SS GR 33.

STEEL: PRE-GALVANIZED
12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and
16 Ga. (1.5mm) ASTM A653 GR 33.
For other materials, see Special Metals or Fiberglass
sections.

FINISHES
All channels are available in:
UÊ *iÀ“>ÊÀii˜ÊÊ­,®°
UÊ *Ài‡}>Û>˜ˆâi`Ê­*®]ÊVœ˜vœÀ“ˆ˜}Ê̜Ê
ASTM A653 G90.
UÊ œÌ‡`ˆ««i`Ê}>Û>˜ˆâi`Ê­®]ÊVœ˜vœÀ“ˆ˜}Ê̜Ê
ASTM A123.
UÊ *>ˆ˜Ê­*®°

STANDARD LENGTHS
Standard lengths are 10 feet (3.05m) and 20 feet (6.10m).
Tolerances are ±1⁄8" (3 mm). Special lengths are available
for a small cutting charge with a tolerance of ±1⁄8" (3 mm).

CURVED CHANNEL
Contact your local Unistrut Service Center or Unistrut
Corporation for more information.

LOAD DATA
All beam and column load data pertains to carbon steel
and stainless steel channels. Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR
THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND
STEEL INSTITUTE USING ASD METHOD. Loads are based on
33 ksi steel cold formed to 42 ksi.
Type
of Load

Safety Factor
to Yield Strength

Safety Factor
to Ultimate Strength

Beam Loads

1.67

2.0

Column Load

1.80

2.2

21

Telestrut

1 5¼8" Channel

Channel Pictorial Index
P1000 Series (12 ga.)

P1000
Pg 24

P1001
Pg 24
P1001T
Pg 27

P1001A
Pg 27

P1001B
Pg 27

P1001C
Pg 27

P1001 3
Pg 27

Nuts & Hardware
General Fittings
Pipe/Conduit Supports
Electrical Fittings

P1101A
Pg 30

P1101B
Pg 30

P1101C
Pg 30

P4000 Series (16 ga.)

P4000
Pg 42

P4100
Pg 45

P4101
Pg 45

P4001
Pg 42

P4003
Pg 42

P2000
Pg 33

P2001
Pg 33

P4400
Series
(12 ga.)

P4520
Series
(12 ga.)

P4400
Pg 48

P4520
Pg 51

P4401
Pg 48

P4004
Pg 42

P2001A
Pg 33

P2859
Pg 61

P1280
Pg 61

P1001 D3
Pg 27

P1001 C41
Pg 27

P3000 Series (12 ga.)

P2001B
Pg 33

P3000
Pg 36

P2001C
Pg 33

P5000 Series (12 ga.)

P4521
Pg 51

P5001
Pg 54

P5000
Pg 54

P3001
Pg 36

P3300 Series (12 ga.)

P3300
Pg 39

P5500
Series (12 ga.)

P3301
Pg 39

P9000
Series (12 ga.)
Telestrut Channel

P5501
Pg 57

P5500
Pg 57

P1003
Pg 27

P9200
Pg 65

P9000
Pg 65

15⁄8" Channel Closure Strips

End Caps and Frame Caps

P2860 Series
Pg 61

P1001 C3
Pg 27

P1004A
Pg 27

P1280 A, P2280 A
P1180, P2280
Pg 61
P4280, P5280, P5580
Pg 61

P2407
P3280, P3380
Pg 61

P1184P
Pg 60

P1184
Pg 60

P3184
Pg 60

P3184P
Pg 60

P3184F
Pg 60

P3712P
Pg 60

Alternate Framing Systems
A1000 Series (14 gauge) –11⁄4" Channel

A1000
Pg 171

A1001
Pg 171

A1001A
Pg 172

A1001B
Pg 172

A1001C
Pg 173

A3300 Series (14 gauge)
11⁄4" Channel

A3300
Pg 173

A3301
Pg 173

P6000 Series (19 gauge) – 13⁄16" Channel

A4000 Series (19 gauge)
11⁄4" Channel

A4000
Pg 175

A4001
Pg 175

A5000 Series (14 gauge)
11⁄4" Channel
A5000
Pg 177

P7000 Series (19 gauge)
13⁄16" Channel

Unipier®

Solar

Concrete Inserts

P4100
Series
(14 ga.)

P1101
Pg 30

P1001 B3
Pg 27

P2000 Series (16 ga.)

P1100 Series (14 ga.)

P1100
Pg 30

P1001 A3
Pg 27

P6000
Pg 183

22

P6001
Pg 183

P6001A
Pg 184

P6001B
Pg 184

P6001C
Pg 184

P7000
Pg 185

P7001
Pg 185

15⁄8" Framing System

Channel Selection

Q

Q

Q

P1100

15»8 (41.3)

15»8 (41.3)

14 ga

14 ga

—

Q

Q

Q

P2000
P3000
P3300
P4000
P4100
P4400
P4520
P5000
P5500

15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)
15»8 (41.3)

15»8 (41.3)
13»8 (34.9)
7»8 (22.2)
13»16 (20.6)
13»16 (20.6)
1(25.4)
13
»16 (20.6)
31»4 (82.6)
27»16 (61.9)

16 ga
12 ga
12 ga
16 ga
14 ga
12 ga
12 ga
12 ga
12 ga

—
—
12 ga
16 ga
—
—
—
12 ga
—

—
—
—
0.078 (2.0)
—
—
—
—
0.109 (2.8)

Q
Q
Q
Q
Q
Q
Q
Q
Q

Q
Q
Q
Q
Q
Q
Q
Q
Q

Q
Q
–
–
–
–
–
Q
Q

Q
Q
Q
Q
Q
Q
Q
Q
Q

T

KO

SL

DS

H3

Q

Q

Q

Q

–

–

–
–
–
–
–
–
–
–
–

–
–
–
–
–
–
–
–
–

Nuts & Hardware

Steel Only

CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH
Channel
P5001
P1004A
P5501
P1001C41
P5000
P1001
P1101
P3001
P5500
P2001
P9200
A5000
P4401
A1001
P9000
P1000
P3301
P4521

Area
In2 (cm2)
1.793
11.57
1.965
12.68
1.452
9.37
2.221
14.33
0.897
5.78
1.111
7.16
0.835
5.39
1.000
6.45
0.726
4.68
0.684
4.41
0.489
3.16
0.492
3.17
0.849
5.48
0.609
3.93
0.387
2.50
0.555
3.58
0.790
5.10
0.77
4.97

Weight
lbs/ft (kg/m)
6.10
9.1
6.68
9.9
4.94
7.3
7.55
11.2
3.05
4.5
3.78
5.6
2.84
4.2
3.40
5.1
2.47
3.7
2.32
3.5
2.23
3.3
1.67
2.5
5.77
8.5
2.07
3.1
1.88
2.8
1.89
2.8
2.69
4.0
2.62
3.9

I
In4 (cm4)
6.227
259.2
4.068
169.3
2.805
116.8
1.856
77.2
1.098
45.7
0.928
38.6
0.733
30.5
0.591
24.6
0.522
21.7
0.618
25.7
0.279
11.6
0.358
14.9
0.26
10.6
0.302
12.6
0.166
6.9
0.185
7.7
0.176
7.3
0.15
6.1

s
In3(cm3)
1.916
31.4
1.669
27.4
1.151
18.9
1.142
18.7
0.627
10.3
0.571
9.4
0.451
7.4
0.430
7.0
0.390
6.4
0.381
6.2
0.297
4.9
0.265
4.3
0.26
4.2
0.242
4.0
0.205
3.4
0.202
3.3
0.201
3.3
0.18
2.9

Allow. Moment
In-lbs 1‡P
48,180
5,440
41,980
4,740
28,940
3,270
28,720
3,250
15,770
1,780
14,360
1,620
11,340
1,280
10,810
1,220
9,820
1,110
9,570
1,080
7,480
850
6,670
750
6,410
725
6,070
690
5,150
580
5,070
570
5,060
570
4,538
513

Combinations not shown in catalog are available on special order.
Consult factory for more details.

15⁄8" Framing System

Channel
P1100
P3000
P4101
P2000
P4001
A3301
P4400
A1000
P3300
P4520
A4001
P6001
P4100
P4000
A3300
A4000
P6000
P7001
P7000

Area
In2 (cm2)
0.418
2.69
0.500
3.23
0.579
3.74
0.342
2.21
0.478
3.14
0.459
2.96
0.424
2.74
0.305
1.96
0.395
2.55
0.384
2.48
0.264
1.70
0.213
1.38
0.290
1.87
0.244
1.57
0.230
1.48
0.132
0.85
0.107
0.69
0.148
0.96
0.074
0.48

Weight
lbs/ft (kg/m)
1.42
2.1
1.70
2.5
1.97
2.9
1.16
1.7
1.66
2.5
1.56
2.3
2.89
4.3
1.04
1.5
1.34
2.0
1.31
1.9
0.90
1.3
0.73
1.1
0.98
1.5
0.83
1.2
0.78
1.2
0.45
0.7
0.36
0.5
0.50
0.8
0.25
0.4

I
In4 (cm4)
0.145
6.0
0.120
5.0
0.117
4.9
0.125
5.2
0.104
4.3
0.077
3.2
0.053
2.2
0.061
2.5
0.037
1.5
0.031
1.3
0.037
1.5
0.045
1.9
0.026
1.1
0.023
0.9
0.017
0.7
0.008
0.3
0.009
0.4
0.007
0.3
0.002
0.1

s
In3(cm3)
0.162
2.6
0.153
2.5
0.143
2.4
0.140
2.3
0.128
2.1
0.103
1.7
0.092
1.5
0.086
1.4
0.072
1.2
0.064
1.0
0.058
1.0
0.055
0.9
0.054
0.9
0.049
0.8
0.038
0.6
0.022
0.4
0.020
0.3
0.018
0.3
0.007
0.1

Allow. Moment
In-lbs 1‡P
4,060
460
3,850
430
3,610
410
3,520
400
3,210
360
2,590
290
2,300
260
2,170
250
1,800
200
1,615
183
1,470
170
1,400
160
1,360
150
1,230
140
950
110
560
60
510
60
460
50
170
20

23

General Fittings

Alum.
In (mm)
0.109 (2.8)

Pipe/Conduit Supports

Stainless
Steel
gauge
12 ga

Electrical Fittings

Steel
gauge
12 ga

Concrete Inserts

Height
In (mm)
15»8 (41.3)

HS

Channel
P1000

Width
In (mm)
15»8 (41.3)

Telestrut

Hole Pattern Styles

Solar

Material & Thickness

Unipier®

Channel Dimensions

1 5¼8" Channel

CHANNEL SELECTION CHART

P1000®

GR HG PG PL

3

Nuts & Hardware

41.3
22.2

3

⁄8"

9

⁄32"

9.5

9.5

7.1

1 .915"

23.2
41.3

1
18.0

.710"
2

2

Wt/100 Ft:189 Lbs (281 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001

GR HG PG PL

1 5⁄8"

General Fittings
Pipe/Conduit Supports

⁄ 8"

1 5⁄8"
7
⁄8"

1 5⁄8"

Telestrut

1 5¼8" Channel

P1000® & P1001 Channels

41.3

3 1⁄ 4 "

82.6

1

1

2

2

P1000 DS

Wt/100 Ft: 378 Lbs (562 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1000 H3

Slots are 2 3⁄4" (69.9) x 7⁄8" (22.2)
3 1⁄2" (88.9) on Center

GR HG PG PL

9⁄16"

P1000 HS

9⁄16"

(14.3) Dia. Holes

GR HG PG PL

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

1 7⁄8" (47.6) on Center
3

⁄4 "

(19.1)

P1000 KO

P1000 SL

GR HG PG PL
Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

7

⁄8" (22.2) Knockouts
6" (152.4) on Center

Wt/100 Ft:185 Lbs (275 kg/100 m)

P1000 T

GR HG PG PL

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

1"
(25.4)
1

7

⁄ 2"

⁄ 8"

1 3⁄16"
(30.2)

(22.2)

(12.7)

Wt/100 Ft: 185 Lbs (275 kg/100 m)

Wt/100 Ft: 190 Lbs (283 kg/100 m)

Wt/100 Ft: 185 Lbs (275 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
P1006-0832
P1006-1024
P1006-1420
P1007
P1008
P1009
P1010

Solar
Unipier®

Wt/100 Ft: 175 Lbs (260 kg/100 m)

GR PG

UNISTRU

UT

Concrete Inserts

Wt/100 Ft: 173 Lbs (257 kg/100 m)

UNISTR

Electrical Fittings

Pipe Clamps can be
Mounted on Both Sides

T

P1008T
P1006T1420
P1010T

SEE PAGE 73, 74
P1024
P1012S
P1023S

P1012
P1023
P1024S

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

24

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

P1001 - BEAM LOADING

Span
In

Max. Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

1,690

0.06

1,690

1,690

1,690

24

3,500*

0.02

3,500*

3,500*

3,500*

36

1,130

0.13

1,130

48

850

0.22

850

1,130

900

36

3,190

0.07

3,190

3,190

3,190

760

500

48

2,390

0.13

2,390

2,390

60

680

0.35

2,390

650

480

320

60

1,910

0.20

1,910

1,910

1,620

72

560

84

480

0.50

450

340

220

72

1,600

0.28

1,600

1,600

1,130

0.68

330

250

160

84

1,370

0.39

1,370

1,240

96

830

420

0.89

250

190

130

96

1,200

0.51

1,200

950

630

108

380

1.14

200

150

100

108

1,060

0.64

1,000

750

500

120

340

1.40

160

120

80

120

960

0.79

810

610

410

144

280

2.00

110

80

60

144

800

1.14

560

420

280

168

240

2.72

80

60

40

168

680

1.53

410

310

210

192

210

3.55

60

50

NR

192

600

2.02

320

240

160

216

190

4.58

50

40

NR

216

530

2.54

250

190

130

240

170

5.62

40

NR

NR

240

480

3.16

200

150

100

P1000 - COLUMN LOADING
Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Max. Allowable
Load at
Slot Face
Lbs
3,550
3,190
2,770
2,380
2,080
1,860
1,670
1,510
1,380
1,150

Telestrut

24

Nuts & Hardware

Span/360
Lbs

General Fittings

Span/240
Lbs

Uniform Loading at Deflection

P1001 - COLUMN LOADING
Maximum Column Load Applied at C.G.
K = 0.65
Lbs
10,740
8,910
7,260
5,910
4,840
4,040
3,480
3,050
2,700
2,180

K = 0.80
Lbs
9,890
7,740
6,010
4,690
3,800
3,200
2,750
2,400
2,110
1,660

K =1.0
Lbs
8,770
6,390
4,690
3,630
2,960
2,480
2,110
1,810
**
**

K = 1.2
Lbs
7,740
5,310
3,800
2,960
2,400
1,980
1,660
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Max. Allowable
Load
at Slot Face
Lbs
6,430
6,290
6,160
6,000
5,620
5,170
4,690
4,170
3,690
2,930

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
24,280
22,810
21,410
20,210
18,970
16,950
14,890
12,850
10,900
7,630

K = 0.80
Lbs
23,610
21,820
20,300
18,670
16,160
13,630
11,190
8,950
7,250
5,040

K =1.0
Lbs
22,700
20,650
18,670
15,520
12,390
9,470
7,250
5,730
4,640
**

K = 1.2
Lbs
21,820
19,670
16,160
12,390
8,950
6,580
5,040
3,980
**
**

P1000/P1001 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P1000

P1001

0.555

In2

1.111

In2

0.185
0.202
0.577

In4
In3
In

0.928
0.571
0.914

In4
In3
In

0.236
0.290
0.651

In4
In3
In

0.471
0.580
0.651

In4
In3
In

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%
"H3" Series ........ 90%

"T" Series ..........85%
"SL" Series ........85%
"DS" Series........70%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Pipe/Conduit Supports

Span/180
Lbs

Uniform Loading at Deflection

Electrical Fittings

Defl. at
Uniform
Load
In

Concrete Inserts

Span
In

Max. Allowable
Uniform Load
Lbs

Solar

P1000 - BEAM LOADING

1 5¼8" Channel

P1000 & P1001 Channels

25

P1000 - BEAM LOADING (METRIC)

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Max
Allowable
Uniform Load
kN
7.6
6.1
4.6
3.6
3.1
2.6
2.3
1.8
1.5
1.3
1.2
1.0
0.9
0.8

Defl. at
Uniform
Load
mm
1
2
4
6
9
12
15
24
34
46
62
78
97
136

P1001 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
7.6
6.1
4.6
3.6
3.0
2.2
1.6
1.1
0.8
0.5
0.4
0.3
0.3
0.2

Span/240
kN
7.6
6.1
4.6
3.2
2.2
1.6
1.2
0.8
0.5
0.4
0.3
0.3
0.2
NR

Span/360
kN
7.6
5.9
3.3
2.1
1.5
1.1
0.8
0.5
0.4
0.3
0.2
0.2
NR
NR

P1000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable Load
at Slot Face
kN
15.8
15.2
13.7
12.1
10.7
9.6
8.7
7.9
7.2
6.7

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Defl. at
Uniform
Load
mm
1
1
2
3
5
7
9
13
19
26
34
44
53
78

Uniform Loading at Deflection
Span/180
kN
15.6 *
15.6 *
13.0
10.4
8.7
7.4
6.5
5.2
3.7
2.8
2.1
1.6
1.3
0.9

Span/240
kN
15.6 *
15.6 *
13.0
10.4
8.7
7.4
6.3
4.0
2.8
2.0
1.6
1.2
1.0
0.7

Span/360
kN
15.6 *
15.6 *
13.0
10.4
7.4
5.5
4.2
2.7
1.9
1.4
1.1
0.8
0.7
0.4

P1001 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
48.0
44.0
37.5
31.6
26.7
22.7
19.3
16.9
15.0
13.5

Span
mm

Max
Allowable
Uniform Load
kN
15.6 *
15.6 *
13.0
10.4
8.7
7.4
6.5
5.2
4.3
3.7
3.2
2.9
2.6
2.2

K = 0.80
kN
44.3
39.4
32.0
26.1
21.3
17.8
15.3
13.4
11.9
10.6

K =1.0
kN
39.4
33.8
26.1
20.3
16.5
13.8
11.9
10.4
9.1
8.1

K = 1.2
kN
34.8
28.9
21.3
16.5
13.4
11.3
9.6
8.2
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
28.6
28.3
27.8
27.3
26.8
25.4
23.9
22.2
20.4
18.5

Maximum Column Load Applied at C.G.
K = 0.65
kN
108.2
105.0
99.6
94.7
90.3
86.7
79.4
71.9
64.4
56.9

K = 0.80
kN
105.3
101.3
95.0
89.7
83.9
74.8
65.5
56.4
47.7
39.6

K =1.0
kN
101.3
96.5
89.7
81.7
70.1
58.6
47.7
37.9
30.7
25.4

K = 1.2
kN
97.4
92.2
83.9
70.1
56.4
43.5
33.3
26.3
21.3
17.6

P1000/P1001 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P1000® & P1001 Channels

P1000
3.58 cm2

P1001
7.16
cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2

7.68
3.30
1.46

cm4
cm3
cm

38.62
9.36
2.32

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

9.80
4.75
1.65

cm4
cm3
cm

19.60
9.50
1.65

cm4
cm3
cm

Solar

Axis 1-1

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%
"H3" Series ........ 90%

"T" Series ..........85%
"SL" Series ........85%
"DS" Series........70%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

26

15⁄8" Framing System

P1001 A

1 ⁄8" (41.3)

P1001 B
1 ⁄8" (41.3)

1 ⁄8" (41.3)

3 1⁄4"

3 1⁄4"

(82.6)

1

(82.6)

.709"
(18.0)

P1001 C

GR PG

P1001 3

1

4 7⁄8"
(123.8)

2

(123.8)

2

Wt/100 Ft: 378 Lbs (562 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001 B3

1

4 7⁄8"

2.403"
(61.0)

.864"
(21.9)

General Fittings

2.472"
(62.8)

1.573"
(40.0)

.761"
(19.3)

1 5⁄8" (41.3)

1 5⁄8" (41.3)

.847"
(21.5)

.778"
(19.8)

Wt/100 Ft: 566 Lbs (843 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001 D3

2

Wt/100 Ft: 566 Lbs (843 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

Pipe/Conduit Supports

3 ⁄ 4"
(82.6)

Wt/100 Ft: 378 Lbs (562 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001 A3

1.677"
(42.6)
1

1

2

.916"
(23.3)

2

Wt/100 Ft: 378 Lbs (562 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

1 5⁄8" (41.3)

1

3 1⁄4"

(82.6)

Wt/100 Ft: 321 Lbs (478 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

GR PG
5

5

Telestrut

GR PG
5

Nuts & Hardware

P1001 T

P1003

5

1 ⁄8" (41.3)

3 1⁄4"(82.6)

4 ⁄ 8"

1.388"
(35.3)
1

(123.8)

3 1⁄ 4"
.778"
(19.8)

.847"
(21.5)

113⁄64"
147⁄64" (30.6)

1

1.862"
(47.3)

(82.6)

1.245"
(31.6)

(44.1)

41⁄32"(102.4)

2

2

Wt/100 Ft: 566 Lbs (843 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001 C41

Wt/100 Ft: 566 Lbs (843 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1001 C3

Electrical Fittings

1

7

.489
(12.4

Wt/100 Ft: 333 Lbs (495 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P1004 A
1 5⁄8"

7

(41.3)

3 ⁄4"
3 1⁄ 4"

1

4 7⁄8"
1

(123.8)

4"
(101.6)

Solar

1.354"
(34.4)
1
1.896"
(48.2)

(82.6)
(82.6)

⁄16" (11.1)

3 1⁄4" (82.6)
1

Concrete Inserts

127⁄32" (46.8)

3 1⁄4" (82.6)

2

Wt/100 Ft: 755 Lbs (1,124 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

2

1.320"
(33.5)

Wt/100 Ft: 566 Lbs (843 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

7

⁄16" (11.1)

Wt/100 Ft: 668 Lbs (994 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

Unipier®

2

1.930"
(49.0)

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

1 5¼8" Channel

P1000 Channel Combinations

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

27

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P1000 Channel Combinations
P1001 C41 - BEAM LOADING

P1004 A - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

7,040*
6,380
4,790
3,830
3,190
2,740
2,390
2,130
1,910
1,600
1,370
1,200
1,060
960

0.02
0.07
0.13
0.20
0.28
0.39
0.50
0.64
0.78
1.14
1.55
2.02
2.54
3.16

7,040*
6,380
4,790
3,830
3,190
2,740
2,390
2,000
1,620
1,130
830
630
500
410

7,040*
6,380
4,790
3,830
3,190
2,480
1,900
1,500
1,220
840
620
480
380
300

7,040*
6,380
4,790
3,240
2,250
1,660
1,270
1,000
810
560
410
320
250
200

P1001 C41 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
12,690
12,250
11,820
11,470
11,180
10,900
10,580
10,310
10,070
8,740
7,360

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

9,100*
9,100*
7,000
5,600
4,660
4,000
3,500
3,110
2,800
2,330
2,000
1,750
1,550
1,400

0.01
0.05
0.08
0.13
0.19
0.26
0.34
0.43
0.52
0.75
1.03
1.34
1.69
2.10

9,100*
9,100*
7,000
5,600
4,660
4,000
3,500
3,110
2,800
2,330
1,810
1,390
1,100
890

9,100*
9,100*
7,000
5,600
4,660
4,000
3,500
3,110
2,670
1,850
1,360
1,040
820
670

9,100*
9,100*
7,000
5,600
4,660
3,630
2,780
2,200
1,780
1,230
910
690
550
440

Uniform Loading at Deflection

P1004 A - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
46,920
42,680
38,740
35,500
32,970
31,040
29,570
28,440
27,560
26,320
21,890

Span
In

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

K = 0.80
Lbs
44,980
39,890
35,720
32,640
30,430
28,840
27,680
26,820
26,170
19,840
14,570

K =1.0
Lbs
42,360
36,660
32,640
29,980
28,220
27,010
26,170
22,310
18,280
12,700
9,330

K = 1.2
Lbs
39,890
34,050
30,430
28,220
26,820
24,870
19,840
15,670
12,700
8,820
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
11,420
10,600
9,860
9,160
8,610
8,170
7,790
7,460
7,150
5,660
4,520

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
36,800
30,840
26,400
23,370
21,310
19,890
18,890
18,160
17,590
16,840
12,990

K = 0.80
Lbs
33,890
27,600
23,560
21,060
19,470
18,410
17,670
17,140
16,760
11,670
8,570

K =1.0
Lbs
30,440
24,400
21,060
19,160
18,020
17,260
16,760
13,280
10,750
7,470
**

K = 1.2
Lbs
27,600
22,160
19,470
18,020
17,140
15,240
11,670
9,220
7,470
**
**

Concrete Inserts

P1001 C41/ P1004 A - ELEMENTS OF SECTION
Parameter
Area of Section

P1001 C41

P1004 A

2.221

In2

1.965

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

1.856
1.142
0.914

In4
In3
In

4.068
1.669
1.439

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

2.408
1.482
1.041

In4
In3
In

1.092
1.190
0.745

In4
In3
In

Axis 1-1

Solar

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

28

15⁄8" Framing System

P1001 C41 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
56.5
55.6
53.9
52.4
51.1
50.0
49.2
47.9
46.8
45.9

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Uniform Loading at Deflection
Span/180
kN
40.5 *
40.5 *
37.9
30.3
25.3
21.7
18.9
15.2
12.6
10.9
9.2
7.2
5.9
4.1

Span/240
kgN
40.5 *
40.5 *
37.9
30.3
25.3
21.7
18.9
15.2
12.2
9.0
6.9
5.4
4.4
3.1

Span/360
kN
40.5 *
40.5 *
37.9
30.3
25.3
21.7
18.4
11.7
8.2
6.0
4.6
3.6
2.9
2.0

P1004 A - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
209.3
200.1
184.7
170.7
158.9
149.3
141.5
135.4
130.4
126.4

Span
mm

K = 0.80
kN
200.8
189.3
171.7
157.3
146.1
137.6
131.1
126.1
122.3
119.2

K =1.0
kN
189.3
175.8
157.3
143.8
134.1
127.3
122.3
118.6
114.5
98.8

K = 1.2
kN
178.4
164.1
146.1
134.1
126.1
120.7
116.8
101.9
83.9
69.4

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
50.9
49.1
46.3
43.5
40.9
38.9
37.1
35.7
34.3
33.1

Maximum Column Load Applied at C.G.
K = 0.65
kN
164.6
150.8
130.9
115.8
104.8
96.8
91.0
86.6
83.3
80.7

K = 0.80
kN
151.8
136.5
116.9
103.4
94.3
88.1
83.7
80.6
78.1
76.2

K =1.0
kN
136.5
121.1
103.4
92.6
85.8
81.3
78.1
75.8
71.1
58.8

K = 1.2
kN
123.8
109.5
94.3
85.8
80.6
77.0
74.8
60.9
49.4
40.8

P1001 C41/ P1004 A - ELEMENTS OF SECTION (METRIC)
Area of Section

P1001 C41

P1004 A

14.33

cm2

12.68

cm2

Moment of Inertia (I)

77.24

cm4

169.33

cm4

Section Modulus (S)

18.71

cm

27.35

cm3

Radius of Gyration (r)

2.32

cm

3.66

cm

Moment of Inertia (I)

100.24

cm4

45.44

cm4

Section Modulus (S)

24.29

cm3

19.50

cm3

Radius of Gyration (r)

2.64

cm

1.89

cm

Axis 1-1
3

Axis 2-2

15⁄8" Framing System

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Unipier®

Parameter

Telestrut

Span/360
kN
31.3 *
31.3 *
26.0
20.8
14.9
10.9
8.4
5.4
3.7
2.8
2.1
1.6
1.3
0.9

Nuts & Hardware

Span/240
kN
31.3 *
31.3 *
26.0
20.8
17.3
14.8
12.6
8.1
5.6
4.1
3.2
2.5
2.0
1.4

Defl. at
Uniform
Load
mm
1
1
2
3
4
6
9
13
18
23
29
36
52
77

General Fittings

Span/180
kN
31.3 *
31.3 *
26.0
20.8
17.3
14.8
13.0
10.4
7.4
5.5
4.2
3.3
2.7
1.9

Max
Allowable
Uniform Load
kN
40.5 *
40.5 *
37.9
30.3
25.3
21.7
18.9
15.2
12.6
10.9
9.5
8.5
7.6
6.3

Pipe/Conduit Supports

Uniform Loading at Deflection

Electrical Fittings

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Defl. at
Uniform
Load
mm
1
1
2
3
5
7
9
13
19
26
34
44
54
77

Concrete Inserts

Span
mm

Max
Allowable
Uniform Load
kN
31.3 *
31.3 *
26.0
20.8
17.3
14.8
13.0
10.4
8.7
7.4
6.5
5.8
5.2
4.3

P1004 A - BEAM LOADING (METRIC)

Solar

P1001 C41 - BEAM LOADING (METRIC)

1 5¼8" Channel

P1000 Channel Combinations

29

Telestrut
Nuts & Hardware
General Fittings

3

⁄ 8"

3

⁄8"

.900"
1
.725"

1 5 ⁄ 8"

9.5

Electrical Fittings

1 ⁄8"

22.2

41.3

9.5

7.1
22.9
1
18.4

41.3

2

1

3 1⁄4"

1
82.6

2
2

2

Wt/100 Ft: 142 Lbs (211 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

Wt/100 Ft: 284 Lbs (423 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

P1101 A

P1101 B
5

1 ⁄ 8"

1 5⁄8"

41.3

1

3 1⁄4"

82.6

18.5

.729" .896"

22.8

Wt/100 Ft: 284 Lbs (423 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

P1100 HS

GR PG

1 ⁄8"

2

Wt/100 Ft: 284 Lbs (423 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

P1101 C
5

1

82.6

2

2

2

41.3

1

1

3 1⁄4"

GR PG

41.3

1.666"

9⁄16"

42.3

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

1

1

3 1⁄ 4"

82.6

1.584"
.771" .854"

40.2
19.6 21.7
2

Wt/100 Ft: 284 Lbs (423 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

P1100 KO

GR PG

Wt/100 Ft: 136 Lbs (202 kg/100 m)

P1100 SL

GR PG

⁄8" (22.2) Knockouts
6" (152.4) on Center

P1100 T

1"
1

GR PG

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

7

⁄2"

1 3⁄16"
(30.2)

7

⁄8"

(22.2)

(25.4)

(12.7)

Wt/100 Ft: 140 Lbs (208 kg/100 m)

Wt/100 Ft: 136 Lbs (202 kg/100 m)

Wt/100 Ft: 136 Lbs (202 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
P1006-0832
P1006-1024
P1006-1420
P1007
P1008
P1009
P1010

Solar

Concrete Inserts

GR PG
5

41.3

1 5⁄8"
7
⁄8"
9
⁄32"

2

Unipier®

P1101

GR PG

UNISTRU

UT

Pipe/Conduit Supports

P1100

UNISTR

1 5¼8" Channel

P1100 & P1101 Channels

T

P1008T
P1006T1420
P1010T

SEE PAGE 73, 74
P1024
P1012S
P1023S
P1012
P1023
P1024S

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

30

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

24
36
48
60
72
84
96
108
120
144
168
192
216
240

1,350
900
680
540
450
390
340
300
270
230
190
170
150
140

0.06
0.13
0.23
0.36
0.51
0.70
0.92
1.15
1.42
2.09
2.75
3.67
4.61
5.90

1,350
900
680
510
350
260
200
160
130
90
60
50
40
30

1,350
900
590
380
260
190
150
120
90
70
50
40
30
NR

1,350
700
400
250
180
130
100
80
60
40
30
NR
NR
NR

P1100 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
2,800
2,410
1,940
1,550
1,290
1,100
950
840
760
630

Span
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

2,180*
2,180*
1,890
1,510
1,260
1,080
950
840
760
630
540
470
420
380

0.02
0.06
0.13
0.20
0.28
0.39
0.51
0.64
0.79
1.13
1.54
2.00
2.55
3.16

2,180*
2,180*
1,890
1,510
1,260
1,080
950
790
640
440
330
250
200
160

2,180*
2,180*
1,890
1,510
1,260
980
750
590
480
330
250
190
150
120

2,180*
2,180*
1,890
1,280
890
650
500
400
320
220
160
130
100
80

Uniform Loading at Deflection

P1101 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
8,040
6,480
4,990
3,740
2,860
2,310
1,950
1,690
1,490
1,210

K = 0.80
Lbs
7,330
5,430
3,830
2,760
2,160
1,780
1,520
1,320
1,180
950

K =1.0
Lbs
6,360
4,190
2,760
2,050
1,640
1,370
1,180
1,030
**
**

K = 1.2
Lbs
5,430
3,210
2,160
1,640
1,320
1,110
950
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
5,010
4,860
4,700
4,480
4,210
3,880
3,480
3,060
2,680
2,090

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
18,250
16,990
15,610
14,280
13,100
12,090
11,170
9,640
8,170
5,710

K = 0.80
Lbs
17,700
16,030
14,380
12,930
11,750
10,220
8,390
6,700
5,430
3,770

K =1.0
Lbs
16,880
14,770
12,930
11,490
9,290
7,090
5,430
4,290
3,480
**

K = 1.2
Lbs
16,030
13,620
11,750
9,290
6,700
4,930
3,770
2,980
**
**

P1100/P1101 - ELEMENTS OF SECTION
Parameter
Area of Section

P1100

P1101

0.418

In2

0.835

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.145
0.162
0.589

In4
In3
In

0.733
0.451
0.937

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.176
0.217
0.650

In4
In3
In

0.353
0.434
0.650

In4
In3
In

Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Telestrut

Span/360
Lbs

Nuts & Hardware

Span/240
Lbs

Defl. at
Uniform
Load
In

General Fittings

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Pipe/Conduit Supports

Defl. at
Uniform
Load
In

Electrical Fittings

Span
In

Max
Allowable
Uniform Load
Lbs

Concrete Inserts

P1101 - BEAM LOADING

Solar

P1100 - BEAM LOADING

1 5¼8" Channel

P1100 & P1101 Channels

31

P1100 - BEAM LOADING (METRIC)
Max
Allowable
Uniform Load
kN
6.1
4.9
3.7
2.9
2.4
2.1
1.8
1.5
1.2
1.1
0.9
0.8
0.8
0.6

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Defl. at
Uniform
Load
mm
1
2
4
6
9
12
15
24
36
49
64
77
100
143

P1101 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
6.1
4.9
3.7
2.9
2.3
1.7
1.3
0.8
0.6
0.4
0.3
0.3
0.2
0.1

Span/240
kN
6.1
4.9
3.7
2.5
1.7
1.3
1.0
0.6
0.4
0.3
0.3
0.2
0.2
NR

Span/360
kN
6.1
4.7
2.6
1.7
1.2
0.8
0.7
0.4
0.3
0.2
0.2
0.1
NR
NR

P1100 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
12.5
11.8
10.1
8.5
7.0
6.0
5.2
4.6
4.1
3.7

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Defl. at
Uniform
Load
mm
0
1
2
3
5
7
9
13
19
26
35
43
54
77

Uniform Loading at Deflection
Span/180
kN
9.7 *
9.7 *
9.7 *
8.2
6.9
5.9
5.1
4.1
2.9
2.2
1.6
1.3
1.1
0.8

Span/240
kN
9.7 *
9.7 *
9.7 *
8.2
6.9
5.9
5.0
3.2
2.2
1.6
1.2
1.0
0.8
0.5

Span/360
kN
9.7 *
9.7 *
9.7 *
8.2
5.9
4.3
3.3
2.1
1.5
1.1
0.8
0.7
0.5
0.4

P1101 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
35.9
32.6
26.9
21.6
17.0
13.5
11.2
9.6
8.4
7.5

Span
mm

Max
Allowable
Uniform Load
kN
9.7 *
9.7 *
9.7 *
8.2
6.9
5.9
5.1
4.1
3.4
2.9
2.6
2.3
2.0
1.7

K = 0.80
kN
32.9
28.6
22.0
16.4
12.5
10.1
8.6
7.4
6.5
5.9

K =1.0
kN
28.6
23.5
16.4
11.8
9.3
7.7
6.5
5.7
5.1
4.5

K = 1.2
kN
24.5
19.0
12.5
9.3
7.4
6.2
5.3
4.7
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
22.3
22.0
21.4
20.8
20.0
19.0
18.0
16.6
15.1
13.6

Maximum Column Load Applied at C.G.
K = 0.65
kN
81.4
78.7
73.8
68.8
64.0
59.5
55.6
52.3
48.3
42.7

K = 0.80
kN
79.0
75.4
69.2
63.3
58.0
53.5
49.2
42.3
35.7
29.7

K =1.0
kN
75.4
70.7
63.3
56.8
51.6
44.0
35.7
28.4
23.0
19.0

K = 1.2
kN
71.7
66.1
58.0
51.6
42.3
32.6
25.0
19.7
16.0
13.2

P1100/P1101 - ELEMENTS OF SECTION (METRIC)
Parameter

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P1100 & P1101 Channels

Area of Section

P1100

P1101

2.69

cm2

5.39

cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

6.03
2.65
1.50

cm4
cm3
cm

30.51
7.39
2.38

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

7.34
3.56
1.65

cm4
cm3
cm

14.69
7.12
1.65

cm4
cm3
cm

Axis 1-1

Solar

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

32

15⁄8" Framing System

41.3

9.5

7.1
22.6
1
18.7

41.3

1

1

3 1⁄4"

82.6

Telestrut

.890"
1
.735"

15⁄8"

1 5⁄8"

41.3
22.2

9.5

2

2

2

Wt/100 Ft: 116 Lbs (173 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

Wt/100 Ft: 232 Lbs (346 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

P2001 B
5

1 ⁄ 8"

1 5⁄8"

41.3

1

3 1 ⁄ 4"

1

82.6

.735" .890"
2

41.3

1

1

3 1⁄4"

82.6

18.7 22.6

2

2

2

Wt/100 Ft: 232 Lbs (346 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

General Fittings

P2001 A

Nuts & Hardware

2

Wt/100 Ft: 232 Lbs (346 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

P2001 C

P2000 HS
5

1 ⁄8"

GR PG

41.3

1.664"

1

3 1 ⁄ 4"

9⁄16"

42.3

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

1
82.6

1.586"

40.3
19.7 21.6

.774" .851"

2

Wt/100 Ft: 232 Lbs (346 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

P2000 KO

GR PG

Wt/100 Ft: 113 Lbs (168 kg/100 m)

P2000 SL

GR PG

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

7

⁄8" (22.2) Knockouts
6" (152.4) on Center

P2000 T

GR PG
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

1"
1

⁄2"

(25.4)

7

(12.7)

Wt/100 Ft: 117 Lbs (174 kg/100 m)

(22.2)

Wt/100 Ft: 113 Lbs (168 kg/100 m)

Wt/100 Ft: 113 Lbs (168 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
UNISTRU

UNISTR

UT

P1006-0832
P1006-1024
P1006-1420
P1007
P1008
P1009
P1010

T

P1008T
P1006T1420
P1010T

⁄8"

1 3⁄16"
(30.2)

SEE PAGE 73, 74
P1024
P1012S
P1023S
P1012
P1023
P1024S

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Unipier®

2

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

Pipe/Conduit Supports

9⁄32"

3⁄8"

GR PG

Electrical Fittings

7⁄8"

3⁄8"

P2001

Concrete Inserts

GR PG
15⁄8"

Solar

P2000

1 5¼8" Channel

P2000 & P2001 Channels

33

P2000 - BEAM LOADING

P2001 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

1,170
780
590
470
390
340
290
260
230
200
170
150
130
120

0.06
0.13
0.23
0.36
0.52
0.71
0.91
1.16
1.41
2.12
2.86
3.76
4.64
5.88

1,170
780
590
440
300
220
170
130
110
80
60
40
30
30

1,170
780
510
330
230
170
130
100
80
60
40
30
30
NR

1,170
610
340
220
150
110
90
70
50
40
30
20
NR
NR

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
2,400
2,050
1,600
1,230
970
790
660
570
510
420

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

1,610*
1,610*
1,600
1,280
1,060
910
800
710
640
530
460
400
350
320

0.02
0.05
0.13
0.20
0.28
0.38
0.51
0.64
0.79
1.13
1.56
2.02
2.52
3.16

1,610*
1,610*
1,600
1,280
1,060
910
800
670
540
380
280
210
170
140

1,610*
1,610*
1,600
1,280
1,060
830
630
500
410
280
210
160
130
100

1,610*
1,610*
1,600
1,080
750
550
420
330
270
190
140
110
80
70

Uniform Loading at Deflection

P2000 - COLUMN LOADING

Uniform Loading at Deflection

P2001 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
6,650
5,380
4,090
2,960
2,190
1,720
1,410
1,200
1,040
830

K = 0.80
Lbs
6,080
4,470
3,040
2,100
1,590
1,270
1,060
910
800
650

K =1.0
Lbs
5,280
3,370
2,100
1,500
1,160
950
800
700
620
**

K = 1.2
Lbs
4,470
2,500
1,590
1,160
910
760
650
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
4,200
4,070
3,920
3,700
3,410
3,140
2,890
2,530
2,210
1,690

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
15,030
14,030
12,850
11,630
10,460
9,410
8,490
7,700
6,950
4,890

K = 0.80
Lbs
14,600
13,220
11,720
10,290
9,040
7,990
7,120
5,740
4,650
3,230

K =1.0
Lbs
13,940
12,090
10,290
8,760
7,530
6,080
4,650
3,680
2,980
**

K = 1.2
Lbs
13,220
10,990
9,040
7,530
5,740
4,220
3,230
2,550
**
**

P2000/P2001 - ELEMENTS OF SECTION
Parameter
Area of Section

P2000

P2001

0.342

In2

0.684

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.125
0.140
0.604

In4
In3
In

0.618
0.381
0.951

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.151
0.186
0.665

In4
In3
In

0.302
0.372
0.665

In4
In3
In

Axis 1-1

Axis 2-2

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P2000 & P2001 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

34

15⁄8" Framing System

P2000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
10.7
10.1
8.5
6.9
5.6
4.6
3.8
3.3
2.8
2.5

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Uniform Loading at Deflection
Span/180
kN
7.2 *
7.2 *
7.2 *
6.9
5.8
4.9
4.3
3.5
2.5
1.8
1.4
1.1
0.9
0.6

Span/240
kN
7.2 *
7.2 *
7.2 *
6.9
5.8
4.9
4.2
2.7
1.9
1.4
1.1
0.8
0.7
0.4

Span/360
kN
7.2 *
7.2 *
7.2 *
6.9
5.0
3.6
2.8
1.8
1.2
0.9
0.7
0.5
0.4
0.3

P2001 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
29.8
27.0
22.3
17.6
13.5
10.5
8.5
7.1
6.1
5.3

Span
mm

K = 0.80
kN
27.3
23.8
18.0
12.9
9.6
7.6
6.2
5.2
4.6
4.1

K =1.0
kN
23.8
19.3
12.9
9.0
6.8
5.5
4.6
4.0
3.5
3.1

K = 1.2
kN
20.2
15.3
9.6
6.8
5.2
4.3
3.6
3.2
2.8
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
18.7
18.4
17.9
17.3
16.5
15.5
14.5
13.6
12.5
11.3

Maximum Column Load Applied at C.G.
K = 0.65
kN
67.0
64.9
61.0
56.6
52.1
47.9
43.9
40.2
37.0
34.2

K = 0.80
kN
65.1
62.2
56.9
51.5
46.3
41.6
37.5
34.0
30.4
25.4

K =1.0
kN
62.2
58.3
51.5
45.0
39.5
34.8
30.4
24.3
19.7
16.3

K = 1.2
kN
59.1
54.2
46.3
39.5
34.0
27.9
21.3
16.9
13.7
11.3

P2000/P2001 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section

P2000

P2001

2.21

cm2

4.41

cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

5.19
2.29
1.53

cm4
cm3
cm

25.74
6.24
2.42

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

6.29
3.05
1.69

cm4
cm3
cm

12.58
6.10
1.69

cm4
cm3
cm

Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Telestrut

Span/360
kN
5.3
4.0
2.3
1.4
1.0
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
NR

Nuts & Hardware

Span/240
kN
5.3
4.2
3.2
2.2
1.5
1.1
0.8
0.5
0.4
0.3
0.2
0.2
0.1
NR

Defl. at
Uniform
Load
mm
0
1
2
3
5
7
9
13
19
27
35
43
54
76

General Fittings

Span/180
kN
5.3
4.2
3.2
2.5
2.0
1.5
1.1
0.7
0.5
0.4
0.3
0.2
0.2
0.1

Max
Allowable
Uniform Load
kN
7.2 *
7.2 *
7.2 *
6.9
5.8
4.9
4.3
3.5
2.9
2.5
2.2
1.9
1.7
1.4

Pipe/Conduit Supports

Uniform Loading at Deflection

Electrical Fittings

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Defl. at
Uniform
Load
mm
1
2
4
6
9
12
16
25
36
47
63
80
96
142

Concrete Inserts

Span
mm

Max
Allowable
Uniform Load
kN
5.3
4.2
3.2
2.5
2.1
1.8
1.6
1.3
1.1
0.9
0.8
0.7
0.6
0.5

P2001 - BEAM LOADING (METRIC)

Solar

P2000 - BEAM LOADING (METRIC)

1 5¼8" Channel

P2000 & P2001 Channels

35

P3000

GR PG

1 3⁄8"

⁄8"

9.5

.784"
1
.591"

34.9

41.3
22.2
7.1

9.5
19.9
1
15.0

2

Wt/100 Ft: 170 Lbs (253 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P3001

GR PG

1 5⁄8"

General Fittings
Pipe/Conduit Supports
Electrical Fittings
Concrete Inserts

3

2

41.3

1

2 3⁄4"

2

Wt/100 Ft: 340 Lbs (506 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P3000 HS

GR PG

9⁄16"

1

69.9

2

P3000 KO

GR PG
7

⁄8" (22.2) Knockouts
6" (152.4) on Center

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

P3000 SL

GR PG

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

1"
(25.4)
1

⁄ 2"

(12.7)

Wt/100 Ft: 165 Lbs (246 kg/100 m)

Wt/100 Ft: 170 Lbs (253 kg/100 m)

P3000 T

Wt/100 Ft: 165 Lbs (246 kg/100 m)

GR PG

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center
1 3⁄16"
(30.2)
7

⁄8"

(22.2)

Wt/100 Ft: 165 Lbs (246 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
P1006-0832
P1006-1024
P1006-1420
P1007
P1008
P1009
P1010

Solar
Unipier®

⁄ 8"

UNISTRU

UT

Nuts & Hardware

Telestrut

3

1 5⁄8"
7
⁄8"
9
⁄32"

UNISTR

1 5¼8" Channel

P3000 & P3001 Channels

T

P1008T
P1006T1420
P1010T

SEE PAGE 73, 74
P1024
P1012S
P1023S
P1012
P1023
P1024S

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

36

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

24
36
48
60
72
84
96
108
120
144
168
192
216
240

1,280
850
640
510
430
370
320
280
260
210
180
160
140
130

0.07
0.15
0.26
0.41
0.59
0.81
1.05
1.30
1.66
2.32
3.15
4.18
5.21
6.64

1,280
850
640
420
290
210
160
130
100
70
50
40
NR
NR

1,280
850
490
310
220
160
120
100
80
50
40
30
NR
NR

1,280
580
330
210
150
110
80
60
50
40
30
NR
NR
NR

P3000 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72
84
96
108
120

Maximum
Allowable
Load
at Slot Face
Lbs
3,180
2,920
2,590
2,300
2,040
1,830
1,650
1,450
1,250

Span
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

2,960*
2,400
1,800
1,440
1,200
1,030
900
800
720
600
510
450
400
360

0.03
0.08
0.15
0.23
0.33
0.46
0.59
0.75
0.93
1.34
1.81
2.38
3.01
3.72

2,960*
2,400
1,800
1,440
1,200
1,030
810
640
520
360
260
200
160
130

2,960*
2,400
1,800
1,440
1,080
790
610
480
390
270
200
150
120
100

2,960*
2,400
1,610
1,030
720
530
400
320
260
180
130
100
80
NR

P3001 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
9,690
8,160
6,820
5,740
4,850
4,100
3,530
3,080
2,710

K = 0.80
Lbs
8,980
7,210
5,810
4,730
3,860
3,240
2,770
2,270
1,840

K =1.0
Lbs
8,050
6,130
4,730
3,690
2,990
2,400
1,840
**
**

K = 1.2
Lbs
7,210
5,240
3,860
2,990
2,270
**
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
5,740
5,620
5,520
5,330
5,030
4,630
4,190
3,720
3,300
2,620

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
21,780
20,520
19,400
18,510
16,850
14,990
13,090
11,230
9,460
6,590

K = 0.80
Lbs
21,200
19,720
18,570
16,570
14,260
11,930
9,720
7,730
6,260
4,350

K =1.0
Lbs
20,430
18,830
16,570
13,670
10,810
8,180
6,260
4,950
4,010
**

K = 1.2
Lbs
19,720
17,680
14,260
10,810
7,730
5,680
4,350
**
**
**

P3000/P3001 - ELEMENTS OF SECTION
Parameter
Area of Section

P3000

P3001

0.500

In2

1.000

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.120
0.153
0.489

In4
In3
In

0.591
0.430
0.769

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.203
0.250
0.638

In4
In3
In

0.407
0.501
0.638

In4
In3
In

Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Telestrut

Span/360
Lbs

Uniform Loading at Deflection

Nuts & Hardware

Span/240
Lbs

Defl. at
Uniform
Load
In

General Fittings

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Pipe/Conduit Supports

Defl. at
Uniform
Load
In

Electrical Fittings

Span
In

Max
Allowable
Uniform Load
Lbs

Concrete Inserts

P3001 - BEAM LOADING

Solar

P3000 - BEAM LOADING

1 5¼8" Channel

P3000 & P3001 Channels

37

P3000 - BEAM LOADING (METRIC)

P3001 - BEAM LOADING (METRIC)

Defl. at
Uniform
Load
mm
2

Span/180
kN
5.8

Span/240
kN
5.8

Span/360
kN
5.8

Span
mm

600

Max
Allowable
Uniform Load
kN
5.8

600

Max
Allowable
Uniform Load
kN
13.2 *

Defl. at
Uniform
Load
mm
1

Span/180
kN
13.2 *

Span/240
kN
13.2 *

Span/360
kN
13.2 *

750

4.6

3

4.6

4.6

3.8

750

1,000

3.5

4

3.5

3.2

13.0

1

13.0

13.0

13.0

2.2

1,000

9.8

3

9.8

9.8

9.8

1,250

2.8

7

2.8

1,500

2.3

10

1.9

2.1

1.4

1,250

7.8

4

7.8

7.8

6.9

1.4

1.0

1,500

6.5

6

6.5

6.5

1,750

2.0

14

4.8

1.4

1.1

0.7

1,750

5.6

8

5.6

5.2

3.5

2,000

1.7

18

1.1

0.8

0.5

2,500

2,000

4.9

10

4.9

4.0

2.7

1.4

28

0.7

0.5

0.4

2,500

3.9

16

3.4

2.6

1.7

3,000

1.2

40

0.5

0.4

0.2

3,000

3.2

23

2.4

1.8

1.2

3,500

1.0

54

0.4

0.3

0.2

3,500

2.8

31

1.7

1.3

0.9

4,000

0.9

73

0.3

0.2

0.1

4,000

2.4

41

1.3

1.0

0.7

4,500

0.8

89

0.2

0.2

NR

4,500

2.2

52

1.1

0.8

0.5

5,000

0.7

115

0.2

0.1

NR

5,000

2.0

64

0.8

0.6

0.4

6,000

0.6

161

NR

NR

NR

6,000

1.6

92

0.6

0.4

0.3

Span
mm

Uniform Loading at Deflection

P3000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
14.2
13.6
12.5
11.4
10.3
9.4
8.5
7.8
7.2
6.4

P3001 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
43.3
39.9
34.5
29.8
25.8
22.5
19.6
17.2
15.3
13.7

Uniform Loading at Deflection

K = 0.80
kN
40.2
36.1
30.2
25.3
21.3
18.1
15.5
13.6
11.9
10.1

K =1.0
kN
36.1
31.5
25.3
20.5
16.7
14.0
11.9
9.6
**
**

K = 1.2
kN
32.4
27.6
21.3
16.7
13.6
11.0
8.5
**
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
25.5
25.3
24.9
24.6
23.8
22.8
21.4
19.9
18.2
16.5

Maximum Column Load Applied at C.G.
K = 0.65
kN
97.1
94.3
89.8
85.8
82.6
77.0
70.3
63.4
56.5
49.8

K = 0.80
kN
94.5
91.1
86.1
82.2
74.5
66.1
57.6
49.2
41.3
34.2

K =1.0
kN
91.1
87.3
82.2
72.4
61.8
51.3
41.3
32.7
26.5
21.9

K = 1.2
kN
88.0
84.0
74.5
61.8
49.2
37.5
28.7
22.7
18.4
**

P3000/P3001 - ELEMENTS OF SECTION (METRIC)
Parameter

P3000
3.23
cm2

P3001
6.45
cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

4.97
2.51
1.24

cm4
cm3
cm

24.61
7.05
1.95

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

8.47
4.10
1.62

cm4
cm3
cm

16.93
8.20
1.62

cm4
cm3
cm

Area of Section
Axis 1-1

Axis 2-2

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P3000 & P3001 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

38

15⁄8" Framing System

GR PG PL

9.5
13.1

7

⁄8"

1
.360"

41.3
22.2

22.2

1

2

9.1

9.5

7.1

Telestrut

⁄8"

Wt/100 Ft: 134 Lbs (200 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

2

P3301

GR PG

1 5⁄8"

41.3

1

44.5

2

General Fittings

1

1 3⁄4"

2

Wt/100 Ft: 269 Lbs (400 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P3300 HS

GR PG

9⁄16"

P3300 T

GR PG
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

P3300 SL

Electrical Fittings

Wt/100 Ft: 130 Lbs (193 kg/100 m)

Wt/100 Ft: 130 Lbs (193 kg/100 m)

GR PG
Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center
1"
(25.4)

1⁄ 2"

(12.7)

Wt/100 Ft: 130 Lbs (193 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
T

P4006T1420
P4008T
P4010T

SEE PAGE 73, 74
P4012
P4023

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3013

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Unipier®

UNISTRU

UNISTR

UT

P4006-0832
P4006-1024
P4006-1420
P4007
P4008
P4009
P4010

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

Pipe/Conduit Supports

.515"

3

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Concrete Inserts

⁄8"

1 5⁄8"
7
⁄8"
9
⁄32"

Solar

3

Nuts & Hardware

P3300

1 5¼8" Channel

P3300 & P3301 Channels

39

P3300 - BEAM LOADING

P3301 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120

600
400
300
240
200
170
150
130
120

0.10
0.22
0.40
0.62
0.89
1.20
1.59
1.96
2.48

600
360
200
130
90
70
50
40
30

600
270
150
100
70
50
40
30
20

400
180
100
60
40
30
30
20
20

Uniform Loading at Deflection

P3300 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72

Maximum
Allowable
Load
at Slot Face
Lbs
2,360
2,120
1,760
1,380
1,080

Span
In
24
36
48
60
72
84
96
108
120
144

Max
Allowable
Uniform Load
Lbs
1,690
1,130
840
680
560
480
420
380
340
280

Defl. at
Uniform
Load
In
0.06
0.13
0.23
0.37
0.52
0.71
0.93
1.20
1.47
2.09

Uniform Loading at Deflection
Span/180
Lbs
1,690
1,130
840
620
430
310
240
190
150
110

Span/240
Lbs
1,690
1,130
720
460
320
240
180
140
120
80

Span/360
Lbs
1,690
860
480
310
210
160
120
100
80
50

P3301 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
7,740
6,470
4,910
3,440
2,390

K = 0.80
Lbs
7,260
5,390
3,550
2,270
1,580

K =1.0
Lbs
6,350
3,990
2,270
1,460
**

K = 1.2
Lbs
5,390
2,810
1,580
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108

Maximum
Allowable
Load
at Slot Face
Lbs
4,290
4,150
3,940
3,650
3,270
2,800
2,410
2,080

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
16,990
15,890
14,160
12,210
10,190
8,220
6,420
5,070

K = 0.80
Lbs
16,580
14,720
12,360
9,880
7,510
5,530
4,240
3,350

K =1.0
Lbs
15,770
12,980
9,880
6,940
4,820
3,540
**
**

K = 1.2
Lbs
14,720
11,120
7,510
4,820
3,350
**
**
**

P3300/P3301 - ELEMENTS OF SECTION
Parameter
Area of Section

P3300

P3301

0.395

In2

0.790

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.037
0.072
0.306

In4
In3
In

0.176
0.201
0.472

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.143
0.176
0.601

In4
In3
In

0.285
0.351
0.601

In4
In3
In

Axis 1-1

Axis 2-2

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P3300 & P3301 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

40

15⁄8" Framing System

P3300 - COLUMN LOADING (METRIC)

K = 0.65
kN
34.6

K = 0.80
kN
32.6

K =1.0
kN
28.6

K = 1.2
kN
24.4

750
1,000
1,250

10.1

32.3

28.6

23.3

18.2

9.1
7.6

26.9
21.2

21.6
15.0

15.0
9.6

10.5
6.7

1,500
1,750

6.3

15.8

10.5

6.7

5.1

11.6

7.6

**

600

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000

Uniform Loading at Deflection
Span/180
kN
7.6
6.1
4.6
3.6
2.8
2.1
1.6
1.0
0.7
0.5
0.4

Span/240
kN
7.6
6.1
4.6
3.1
2.1
1.6
1.2
0.8
0.5
0.4
0.3

Span/360
kN
7.6
5.6
3.2
2.0
1.4
1.0
0.8
0.5
0.4
0.3
0.2

P3301 - COLUMN LOADING (METRIC)

Maximum
Allowable
Load
at Slot Face
kN
10.5

Unbraced
Height
mm

Span
mm

600

Maximum
Allowable
Load
at Slot Face
kN
19.1

K = 0.65
kN
75.7

K = 0.80
kN
73.9

K =1.0
kN
70.5

K = 1.2
kg
66.0

750

18.9

73.8

70.5

64.7

58.4

1,000

18.2

68.6

62.7

53.9

44.8

1,250

17.4

62.1

53.9

42.6

31.9

**

1,500

16.4

55.0

44.8

31.9

22.2

**

1,750

15.0

47.6

36.0

23.4

16.3

2,000

13.3

40.3

28.0

17.9

**

2,250

11.8

33.4

22.2

14.1

**

2,500

10.4

27.2

17.9

**

**

2,750

9.2

22.5

14.8

**

**

Maximum Column Load Applied at C.G.

Unbraced
Height
mm

Maximum Column Load Applied at C.G.

P3300/P3301 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1

P3300
2.55
cm2

P3301
5.10
cm2

Moment of Inertia (I)

1.54

cm4

7.33

cm4

Section Modulus (S)
Radius of Gyration (r)

1.18
0.78

cm
cm

3.30
1.20

cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

5.94
2.88
1.53

cm4
cm3
cm

11.87
5.75
1.53

cm4
cm3
cm

3

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

15⁄8" Framing System

Telestrut

Span/360
kN
1.9
1.2
0.7
0.4
0.3
0.2
0.2
0.1
0.1
NR

Nuts & Hardware

Span/240
kN
2.7
1.8
1.0
0.6
0.4
0.3
0.3
0.2
0.1
0.1

Defl. at
Uniform
Load
mm
1
2
4
6
9
12
16
25
36
48
65

General Fittings

Span/180
kN
2.7
2.2
1.3
0.8
0.6
0.4
0.3
0.2
0.1
0.1

Max
Allowable
Uniform Load
kN
7.6
6.1
4.6
3.6
3.1
2.6
2.3
1.8
1.5
1.3
1.2

Pipe/Conduit Supports

Uniform Loading at Deflection

Electrical Fittings

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500

Defl. at
Uniform
Load
mm
2
4
7
10
15
21
27
43
60
79

Concrete Inserts

Span
mm

Max
Allowable
Uniform Load
kN
2.7
2.2
1.6
1.3
1.1
0.9
0.8
0.7
0.5
0.4

P3301 - BEAM LOADING (METRIC)

Solar

P3300 - BEAM LOADING (METRIC)

1 5¼8" Channel

P3300 & P3301 Channels

41

P4000

3

⁄8"

13

⁄16"

Telestrut
Nuts & Hardware
General Fittings
Pipe/Conduit Supports
Electrical Fittings

3

⁄8"

.470"

41.3
22.2
6.4

9.5

P4001

9.5

GR PG

1 5⁄8"

41.3

11.9

20.6

1
2

1

8.7

1

1 5⁄8"

1

41.3

2

.343"

2

Wt/100 Ft: 83 Lbs (123 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

2

Wt/100 Ft: 166 Lbs (246 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

P4003

P4004
1 5⁄8"
5

1 ⁄ 8"

1

2 7⁄16"

41.3

41.3

1.240"

31.5
1

61.9

1.198"

1

1

3 1⁄4"

30.4

82.6

2

2

2

Wt/100 Ft: 248 Lbs (370 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

P4000 HS

2

Wt/100 Ft: 331 Lbs (493 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
16 Gauge Nominal Thickness .060" (1.5mm)

GR PG
9⁄16"

P4000 T

(14.3) Dia. Holes

GR PG

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

Wt/100 Ft: 79 Lbs (118 kg/100 m)

P4000 SL

Wt/100 Ft: 79 Lbs (118 kg/100 m)

GR PG
Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

1"
(25.4)
1

⁄ 2"

(12.7)

Wt/100 Ft: 79 Lbs (118 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
P4006-0832
P4006-1024
P4006-1420
P4007
P4008
P4009
P4010

Solar

Concrete Inserts

15⁄8"
7
⁄ 8"
1
⁄ 4"

UNISTRU

UT

Unipier®

HG PG GR

UNISTR

1 5¼8" Channel

P4000 & P4001 Channels

T

SEE PAGE 73, 74
P4006T1420
P4008T
P4010T

P4012
P4023

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3013

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

42

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

P4001 - BEAM LOADING

410
270
200
160
140
120
100
90
80

0.11
0.24
0.43
0.67
1.01
1.38
1.72
2.20
2.68

410
220
120
80
60
40
30
20
20

370
170
90
60
40
30
20
20
10

250
110
60
40
30
20
20
10
10

P4000 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72

Maximum
Allowable
Load
at Slot Face
Lbs
1,630
1,450
1,160
870
670

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144

810*
710
540
430
360
310
270
240
210
180

0.05
0.14
0.25
0.40
0.57
0.78
1.02
1.29
1.54
2.29

810*
710
540
360
250
190
140
110
90
60

810*
710
430
270
190
140
110
80
70
50

810*
500
280
180
130
90
70
60
50
30

Uniform Loading at Deflection

Telestrut

24
36
48
60
72
84
96
108
120

Span
In

Nuts & Hardware

Span/360
Lbs

General Fittings

Span/240
Lbs

Defl. at
Uniform
Load
In

P4001 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
4,670
3,840
3,030
2,120
1,470

K = 0.80
Lbs
4,290
3,310
2,190
1,400
970

K =1.0
Lbs
3,780
2,460
1,400
900
**

K = 1.2
Lbs
3,310
1,730
970
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108

Maximum
Allowable
Load
at Slot Face
Lbs
2,830
2,740
2,590
2,340
2,020
1,700
1,440
1,230

Maximum Column Load Applied at C.G.
K = 0.65

K = 0.80

K =1.0

K = 1.2

Lbs
10,390
9,530
8,620
7,380
6,110
4,880
3,780
2,990

Lbs
10,000
8,960
7,480
5,910
4,440
3,260
2,500
1,970

Lbs
9,470
7,870
5,910
4,090
2,840
2,090
**
**

Lbs
8,960
6,700
4,440
2,840
1,970
**
**
**

P4000/P4001 - ELEMENTS OF SECTION
Parameter

P4000

Area of Section

P4001

0.244

In2

0.487

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.023
0.049
0.306

In4
In3
In

0.104
0.128
0.462

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.092
0.113
0.613

In4
In3
In

0.183
0.225
0.613

In4
In3
In

Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Pipe/Conduit Supports

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Electrical Fittings

Defl. at
Uniform
Load
In

Concrete Inserts

Span
In

Max
Allowable
Uniform Load
Lbs

Solar

P4000 - BEAM LOADING

1 5¼8" Channel

P4000 & P4001 Channels

43

P4000 - BEAM LOADING (METRIC)

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000

Max
Allowable
Uniform Load
kN
1.9
1.5
1.1
0.9
0.8
0.6
0.5
0.4
0.4

Defl. at
Uniform
Load
mm
3
4
8
12
17
23
29
47
65

P4001 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
1.9
1.5
0.8
0.5
0.4
0.3
0.2
0.1
0.1

Span/240
kN
1.7
1.1
0.6
0.4
0.3
0.2
0.1
0.1
0.1

Span/360
kN
1.2
0.7
0.4
0.3
0.2
0.1
0.1
NR
NR

P4000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750

Maximum Allowable Load
at Slot Face
kN
7.2
6.9
6.1
5.0
4.0
3.2

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500

Defl. at
Uniform
Load
mm
1
2
4
7
10
13
17
27
39
54

Uniform Loading at Deflection
Span/180
kN
3.6 *
3.6 *
2.9
2.3
1.6
1.2
0.9
0.6
0.4
0.3

Span/240
kN
3.6 *
3.6 *
2.8
1.8
1.2
0.9
0.7
0.4
0.3
0.2

Span/360
kN
3.6 *
3.3
1.9
1.2
0.8
0.6
0.5
0.3
0.2
0.1

P4001 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
20.9
19.1
16.1
13.0
9.7
7.2

Span
mm

Max
Allowable
Uniform Load
kN
3.6 *
3.6 *
2.9
2.3
2.0
1.6
1.5
1.2
1.0
0.8

K = 0.80
kN
19.2
17.0
13.3
9.2
6.5
4.7

K =1.0
kN
17.0
14.4
9.2
5.9
4.1
**

K = 1.2
kN
14.9
11.3
6.5
4.1
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
12.6
12.4
12.1
11.4
10.5
9.4
8.1
7.1
6.2
5.4

Maximum Column Load Applied at C.G.
K = 0.65
kN
46.3
44.5
41.3
37.8
33.3
28.6
24.1
19.8
16.0
13.2

K = 0.80
kN
44.6
42.3
38.2
32.6
26.9
21.3
16.5
13.0
10.5
8.7

K =1.0
kN
42.3
39.5
32.6
25.4
18.8
13.8
10.5
8.4
**
**

K = 1.2
kN
40.0
35.4
26.9
18.8
13.0
9.6
**
**
**
**

P4000/P4001 - ELEMENTS OF SECTION (METRIC)
Parameter

P4000
1.57
cm2

P4001
3.14
cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.95
0.80
0.78

cm4
cm3
cm

4.32
2.09
1.17

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

3.81
1.85
1.56

cm4
cm3
cm

7.62
3.69
1.56

cm4
cm3
cm

Area of Section
Axis 1-1

Axis 2-2

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P4000 & P4001 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

44

15⁄8" Framing System

.477"

⁄16"

2

.336"

⁄16"

1

1
13

13

9.5
12.1

20.6

2

1 5⁄8"

13

⁄16"

Wt/100 Ft: 98 Lbs (147 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

P4100 HS

41.3

1 5⁄8" 1

1

8.5

20.6

2

41.3

20.6

Telestrut

41.3
22.2
6.4

9.5

2

Wt/100 Ft: 197 Lbs (293 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

GR PG

P4100 T

GR PG

Slots are

9⁄16"

11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

Wt/100 Ft: 87 Lbs (129 kg/100 m)

P4100 SL

GR PG

P4101 T

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

GR PG

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

1"
⁄2"

7

⁄8"

(25.4)

(22.2)

(12.7)

Wt/100 Ft: 87 Lbs (129 kg/100 m)

Wt/100 Ft: 174 Lbs (259 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
UNISTRU
T

UNISTR

UT

P4006-0832
P4006-1024
P4006-1420
P4007
P4008
P4009
P4010

1 3⁄16"
(30.2)

SEE PAGE 73, 74
P4006T1420
P4008T
P4010T

P4012
P4023

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3013

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Unipier®

1

Electrical Fittings

Wt/100 Ft: 87 Lbs (129 kg/100 m)

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

Nuts & Hardware

⁄8"

General Fittings

3

GR PG

Pipe/Conduit Supports

⁄ 8"

1 5⁄ 8"
7
⁄8"
1
⁄ 4"

P4101

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Concrete Inserts

3

GR PG

Solar

P4100

1 5¼8" Channel

P4100 & P4101 Channels

45

P4100 - BEAM LOADING

P4101 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

450
300
230
180
150
130
110
100
90
80
60
60
50
50

0.11
0.24
0.44
0.67
0.96
1.32
1.67
2.16
2.67
4.09
4.88
7.28
8.64
11.85

450
250
140
90
60
50
40
30
20
20
NR
NR
NR
NR

420
190
110
70
50
30
30
20
20
NR
NR
NR
NR
NR

280
130
70
50
30
20
20
10
10
NR
NR
NR
NR
NR

Unbraced
Height
In
24
36
48
60
72

Maximum
Allowable
Load
at Slot Face
Lbs
1,840
1,640
1,310
1,000
770

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

1,090*
800
600
480
400
340
300
270
240
200
170
150
130
120

0.06
0.14
0.25
0.39
0.57
0.76
1.00
1.29
1.57
2.26
3.05
4.02
4.96
6.28

1,090*
800
600
410
280
210
160
130
100
70
50
40
NR
NR

1,090*
800
480
310
210
160
120
90
80
50
40
NR
NR
NR

1,090*
570
320
200
140
100
80
60
50
40
30
NR
NR
NR

Uniform Loading at Deflection

P4100 - COLUMN LOADING

Uniform Loading at Deflection

P4101 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
5,610
4,660
3,490
2,400
1,670

K = 0.80
Lbs
5,210
3,850
2,480
1,590
1,100

K =1.0
Lbs
4,570
2,800
1,590
**
**

K = 1.2
Lbs
3,850
1,960
1,100
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108

Maximum
Allowable
Load
at Slot Face
Lbs
3,240
3,120
2,940
2,680
2,310
1,950
1,650
1,410

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
12,370
11,470
10,090
8,560
7,010
5,530
4,250
3,360

K = 0.80
Lbs
11,950
10,540
8,680
6,770
4,980
3,660
2,800
2,220

K =1.0
Lbs
11,370
9,160
6,770
4,590
3,190
2,340
**
**

K = 1.2
Lbs
10,540
7,720
4,980
3,190
2,220
**
**
**

P4100/P4101 - ELEMENTS OF SECTION

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P4100 & P4101 Channels

Parameter
Area of Section

P4100

P4101

0.290

In2

0.579

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.026
0.054
0.298

In4
In3
In

0.117
0.143
0.449

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)

0.107
0.132

In4
In3

0.214
0.264

In4
In3

Radius of Gyration (r)

0.609

In

0.608

In

Axis 1-1

Solar

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

46

15⁄8" Framing System

P4100 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750

Maximum
Allowable
Load
at Slot Face
kN
8.2
7.8
6.9
5.6
4.5
3.6

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500

Uniform Loading at Deflection
Span/180
kN
4.8 *
4.4
3.2
2.6
1.9
1.4
1.1
0.7
0.5
0.4

Span/240
kN
4.8 *
4.4
3.2
2.0
1.4
1.0
0.8
0.5
0.4
0.3

Span/360
kN
4.8 *
3.7
2.1
1.3
0.9
0.7
0.5
0.4
0.2
0.2

P4101 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
25.1
23.2
19.3
15.0
11.0
8.1

Span
mm

K = 0.80
kN
23.3
20.6
15.3
10.5
7.3
5.3

K =1.0
kN
20.6
16.6
10.5
6.7
4.7
**

K = 1.2
kN
17.4
12.8
7.3
4.7
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250

Maximum
Allowable
Load
at Slot Face
kN
14.4
14.2
13.7
13.0
12.0
10.7
9.3
8.1

Maximum Column Load Applied at C.G.
K = 0.65
kN
55.1
53.2
49.4
44.2
38.7
33.0
27.4
22.2

K = 0.80
kN
53.3
50.8
44.7
37.8
30.8
24.2
18.5
14.6

K =1.0
kN
50.8
46.3
37.8
29.1
21.1
15.5
11.9
9.4

K = 1.2
kN
47.2
41.2
30.8
21.1
14.6
10.8
**
**

P4100/P4101 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)

P4100
1.87
cm2

P4101
3.74
cm2

1.07
0.88

cm4
cm3

4.85
2.35

cm4
cm3

Radius of Gyration (r)

0.76

cm

1.14

cm

Moment of Inertia (I)

4.46

cm4

8.93

cm4

Section Modulus (S)

2.16

cm

3

4.32

cm3

Radius of Gyration (r)

1.55

cm

1.55

cm

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

15⁄8" Framing System

Telestrut

Span/360
kN
1.3
0.8
0.4
0.3
0.2
0.1
0.1
0.1
NR

Nuts & Hardware

Span/240
kN
2.0
1.2
0.7
0.4
0.3
0.2
0.2
0.1
0.1

Defl. at
Uniform
Load
mm
1
2
4
7
10
13
17
27
38
53

General Fittings

Span/180
kN
2.0
1.6
0.9
0.6
0.4
0.3
0.2
0.1
0.1

Max
Allowable
Uniform Load
kN
4.8 *
4.4
3.2
2.6
2.2
1.9
1.6
1.3
1.1
0.9

Pipe/Conduit Supports

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000

Uniform Loading at Deflection

Electrical Fittings

Span
mm

Defl. at
Uniform
Load
mm
3
4
7
11
16
23
30
46
65

Concrete Inserts

Max
Allowable
Uniform Load
kN
2.0
1.6
1.2
1.0
0.8
0.7
0.6
0.5
0.4

P4101 - BEAM LOADING (METRIC)

Solar

P4100 - BEAM LOADING (METRIC)

1 5¼8" Channel

P4100 & P4101 Channels

47

P4400

Telestrut

1 5¼8" Channel

P4400 & P4401 Channels

3

⁄8"

3

⁄8"

41.3
22.2

9.5

0.596"

⁄32"

6.4

1

1"

Nuts & Hardware
General Fittings

15⁄8"
7
»8"
9

2

P4401

9.5
15.1"

25.4

2

3

9.5

1

50.8

⁄8"

2"

41.3
22.2

9.5
25.4
1

2

2

10.3"

P4400 HS

⁄8"

15⁄8"
7
»8"
1"

1

0.404"

GR PG

3

1"

Wt/100 Ft: 144 Lbs (210 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

25.4

Wt/100 Ft: 289 Lbs (430 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

GR PG

P4400 T

GR PG

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

9⁄16"

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

Wt/100 Ft: 136 Lbs (201 kg/100 m)

P4400 SL

Wt/100 Ft: 136 Lbs (201 kg/100 m)

GR PG
Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

Electrical Fittings

Pipe/Conduit Supports

GR PG

1"
(25.4)

1⁄2"

(12.7)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)

Solar
Unipier®

UNISTRU

UT

P4006-0832
P4006-1024
P4006-1420
P4007
P4008
P4009
P4010

UNISTR

Concrete Inserts

Wt/100 Ft: 136 Lbs (201 kg/100 m)

T

SEE PAGE 73, 74
P4006T1420
P4008T
P4010T

P4012
P4023

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3013

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

48

15⁄8" Framing System

24

770

0.09

770

770

580

Span
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24

2,140*

0.05

2,140*

2,140*

2,140*

36

510

0.20

510

390

260

36

1,420

0.11

1,420

1,420

1,240

48

380

0.35

290

220

150

48

1,070

0.20

1,070

1,040

700

60

310

0.56

190

140

90

60

850

0.32

850

670

450

72

260

0.80

130

100

60

72

710

0.46

620

460

310

84

220

1.08

90

70

50

84

610

0.63

450

340

230

96

190

1.39

70

50

40

96

530

0.81

350

260

170

108

170

1.78

60

40

30

108

470

1.03

280

210

140

120

150

2.15

50

30

20

120

430

1.29

220

170

110

144

130

3.22

30

20

20

144

360

1.86

150

120

80

P4400 - COLUMN LOADING

Unbraced
Height
In

Maximum
Allowable
Load
at Slot Face
Lbs

168

310

2.54

110

90

60

192

270

3.31

90

70

NR

216

240

4.19

70

NR

NR

240

210

5.03

60

NR

NR

Nuts & Hardware

Span/360
Lbs

Uniform Loading at Deflection

General Fittings

Span/240
Lbs

Defl. at
Uniform
Load
In

P4401 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs

Unbraced
Height
In

Maximum
Allowable
Load
at Slot Face
Lbs

Maximum Column Load Applied at C.G.
K = 0.65
Lbs

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs

24

2,620

8,280

7,760

7,140

6,580

24

4,720

18,310

17,840

17,300

16,760

36

2,470

7,210

6,580

5,310

4,030

36

4,640

17,360

16,760

15,260

13,610

48

2,180

6,200

4,870

3,280

2,280

48

4,470

16,280

14,720

12,460

10,170

60

1,770

4,760

3,280

2,100

**

60

4,230

14,590

12,460

9,610

6,980

72

1,420

3,450

2,280

**

**

72

3,930

12,750

10,170

6,980

4,840

84

1,150

2,530

1,670

**

**

84

3,520

10,880

7,990

5,130

3,560

96

**

1,940

**

**

**

96

3,070

9,050

6,130

3,920

**

108

2,690

7,340

4,840

3,100

**

120

2,360

5,940

3,920

**

**

P4400/P4401 - ELEMENTS OF SECTION
Parameter

P4400

P4401

0.424

In2

0.849

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.053
0.092
0.354

In4
In3
In

0.255
0.255
0.548

In4
In3
In

Moment of Inertia (I)

0.161

In4

0.322

In4

Section Modulus (S)

0.198

In

3

0.396

In3

Radius of Gyration (r)

0.616

In

0.616

In

Area of Section
Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Pipe/Conduit Supports

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Electrical Fittings

Defl. at
Uniform
Load
In

Concrete Inserts

Span
In

Max
Allowable
Uniform Load
Lbs

Telestrut

P4401 - BEAM LOADING

Solar

P4400 - BEAM LOADING

1 5¼8" Channel

P4400 & P4401 Channels

49

P4400 - BEAM LOADING (METRIC)

P4401 - BEAM LOADING (METRIC)

Span
mm

Max
Allowable
Uniform Load
kN

Defl. at
Uniform
Load
mm

Span/180
kN

Span/240
kN

Span/360
kN

600

3.5

2.2

3.5

3.5

2.7

Span
mm

Max
Allowable
Uniform Load
kN

Defl. at
Uniform
Load
mm

Span/180
kN

Span/240
kN

Span/360
kN

600

9.7

1.2

9.7

9.7

9.7

Uniform Loading at Deflection

Uniform Loading at Deflection

750

2.8

3.4

2.8

2.6

1.7

750

7.9

2.0

7.9

7.9

7.9

1000

2.1

6.0

2.0

1.5

1.0

1000

5.9

3.5

5.9

5.9

4.7

1250

1.7

9.3

1.3

1.0

0.6

1250

4.7

5.5

4.7

4.5

3.0

1500

1.4

13.4

0.9

0.6

0.5

1500

3.9

7.9

3.9

3.1

2.1

1750

1.2

18.6

0.6

0.5

0.3

1750

3.4

10.6

3.1

2.3

1.5

2000

1.0

23.6

0.5

0.4

0.2

2000

2.9

14.0

2.4

1.8

1.2

2500

0.9

38.1

0.3

0.2

0.1

2500

2.4

21.8

1.5

1.1

0.8

3000

0.7

55.5

0.2

0.2

0.1

3000

2.0

31.2

1.0

0.8

0.5

3500

0.6

71.6

0.2

0.1

0.1

3500

1.7

42.6

0.8

0.6

0.4

4000

1.5

56.7

0.6

0.5

0.3

4500

1.3

70.9

0.5

0.4

0.2

5000

1.2

87.2

0.4

0.3

NR

6000

1.0

127.5

0.3

NR

NR

P4400 - COLUMN LOADING (METRIC)

P4401 - COLUMN LOADING (METRIC)

Unbraced
Height
mm

Maximum
Allowable
Load
at Slot Face
kN

K = 0.65
kN

K = 0.80
kN

K =1.0
kN

600

11.9

37.7

35.4

750

11.6

35.2

32.6

1000

10.9

31.5

1250

9.7

27.4

1500

8.2

1750

6.8

2000
2500

K = 1.2
kN

Unbraced
Height
mm

Maximum
Allowable
Load
at Slot Face
kN

K = 0.65
kN

K = 0.80
kN

K =1.0
kN

K = 1.2
kN

32.6

30.1

600

21.4

83.2

81.1

78.7

76.4

29.5

24.5

750

21.2

81.0

78.7

75.4

69.8

27.9

21.3

15.3

1000

20.9

77.7

73.6

65.8

57.3

21.3

14.2

9.8

1250

20.2

73.1

65.8

55.2

44.5

22.1

15.3

9.8

**

1500

19.3

66.8

57.3

44.5

32.7

17.1

11.3

7.2

**

1750

18.2

60.0

48.8

34.6

24.0

5.7

13.1

8.6

**

**

2000

16.8

53.1

40.5

26.4

18.4

**

8.4

**

**

**

2500

13.6

39.5

26.4

16.9

**

3000

10.9

27.9

18.4

**

**

Maximum Column Load Applied at C.G.

Maximum Column Load Applied at C.G.

P4400/P4401 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)

P4100
2.74
cm2

P4101
5.48
cm2

2.21
1.51

cm4
cm3

10.61
4.18

cm4
cm3

Radius of Gyration (r)

0.90

cm

1.39

cm

Moment of Inertia (I)

6.70

cm4

13.40

cm4

Section Modulus (S)

3.24

cm

3

6.49

cm3

Radius of Gyration (r)

1.57

cm

1.57

cm

Axis 2-2

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P4400 & P4401 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

50

15⁄8" Framing System

GR PG

5

.492"

41.3
22.2

9.5

⁄8"

⁄8"

9.5

7.1

⁄32"

15⁄8"

1

.321"

2

41.3

1

P4520 HS

1
2

2

Wt/100 Ft: 131 Lbs (190 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

Wt/100 Ft: 262 Lbs (390 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

GR PG

9⁄16"

9.5

3

9

7.1

20.6

1
2

3

9.5

Nuts & Hardware

⁄8"

P4520 T

GR PG

General Fittings

3

41.3
22.2

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

Pipe/Conduit Supports

1 ⁄8"
7
⁄8"
9
⁄32"

15⁄8"
7
⁄8"

(22.2)

Wt/100 Ft: 120 Lbs (177 kg/100 m)

P4520 SL

Wt/100 Ft: 120 Lbs (177 kg/100 m)

GR PG

Electrical Fittings

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center
1"
(25.4)

1⁄ 2"

(12.7)

Wt/100 Ft: 118 Lbs (175 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
T

P4006T1420
P4008T
P4010T

P4012
P4023

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3013

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Unipier®

UNISTRU

UNISTR

UT

P4006-0832
P4006-1024
P4006-1420
P4007
P4008
P4009
P4010

SEE PAGE 73, 74

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

Concrete Inserts

⁄8"
13
⁄16"

GR PG

Solar

3

P4521

Telestrut

P4520

1 5¼8" Channel

P4520 & P4521 Channels

51

P4520 - BEAM LOADING

Span
In

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24

540

0.11

540

510

340

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24

1,510

0.06

1,510

1,510

1,510

Uniform Loading at Deflection

Uniform Loading at Deflection

36

360

0.24

300

220

150

36

1,010

0.14

1,010

1,010

710

48

270

0.43

170

130

80

48

760

0.25

760

600

400

60

220

0.68

110

80

50

60

610

0.40

510

380

260

72

180

0.96

70

60

40

72

500

0.56

360

270

180

84

150

1.27

60

40

30

84

430

0.77

260

200

130

96

130

1.65

40

30

20

96

380

1.01

200

150

100

108

120

2.16

30

20

20

108

340

1.29

160

120

80

120

110

2.72

30

20

NR

120

300

1.56

130

100

60

144

90

3.84

20

NR

NR

144

250

2.25

90

70

40

168

220

3.14

70

50

NR

192

190

4.05

50

NR

NR

P4520 - COLUMN LOADING

Unbraced
Height
In

Maximum
Allowable
Load
at Slot Face
Lbs

Maximum Column Load Applied at C.G.
K = 0.65
Lbs

5.16

NR

NR

NR

6.24

NR

NR

NR

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs

Unbraced
Height
In

Maximum
Allowable
Load
at Slot Face
Lbs

Maximum Column Load Applied at C.G.
K = 0.65
Lbs

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs
13,810

24

2,250

7,480

6,800

5,820

4,810

24

4,140

16,490

15,980

14,970

1,980

5,950

4,810

3,380

2,350

36

3,980

15,100

13,810

11,910

9,940

48

1,580

4,310

2,970

1,900

**

48

3,730

13,190

11,260

8,650

6,270

60

1,210

2,880

1,900

**

**

60

3,390

11,090

8,650

5,780

4,010

72

950

2,000

**

**

**

72

2,950

8,970

6,270

4,010

2,790

84

2,510

6,980

4,610

2,950

**

96

2,130

5,340

3,530

**

**

108

1,820

4,220

2,790

**

**

120

**

3,420

**

**

**

Parameter

P4400

P4401

0.384

In2

0.770

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.031
0.064
0.283

In4
In3
In

0.146
0.180
0.436

In4
In3
In

Moment of Inertia (I)

0.138

In4

0.277

In4

Section Modulus (S)

0.170

In3

0.340

In3

Radius of Gyration (r)

0.599

In

0.599

In

Axis 1-1

Axis 2-2

Unipier®

170
150

36

Area of Section

52

216
240

P4521 - COLUMN LOADING

P4520/P4521 - ELEMENTS OF SECTION

Solar

Concrete Inserts

P4521 - BEAM LOADING

Max
Allowable
Uniform Load
Lbs

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P4520 & P4521 Channels

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

15⁄8" Framing System

P4521 - BEAM LOADING (METRIC)

600

2.5

2.6

2.5

2.4

1.6

Span
mm

Span/180
kN

Span/240
kN

Span/360
kN

600

7.0

1.6

7.0

7.0

7.0

Uniform Loading at Deflection

750

2.0

4.1

2.0

1.5

1.0

750

5.6

2.4

5.6

5.6

4.8

1000

1.5

7.3

1.1

0.9

0.6

1000

4.2

4.3

4.2

4.0

2.7

1250

1.2

11.3

0.7

0.5

0.4

1250

3.4

6.7

3.4

2.6

1.7

1500

1.0

16.5

0.5

0.4

0.3

1500

2.8

9.6

2.4

1.8

1.2

1750

0.9

22.6

0.4

0.3

0.2

1750

2.4

13.3

1.8

1.3

0.9

2000

0.7

28.4

0.3

0.2

0.1

2000

2.1

17.2

1.4

1.0

0.7

2500

0.6

45.0

0.2

0.1

0.1

2500

1.7

27.0

0.9

0.6

0.5

3000

0.5

65.8

0.1

0.1

NR

3000

1.4

39.1

0.6

0.5

0.3

3500

0.4

85.5

0.1

0.1

NR

3500

1.2

52.0

0.5

0.3

0.2

4000

1.0

68.7

0.3

0.3

0.2

4500

0.9

85.1

0.3

0.2

NR

5000

0.8

105.0

0.2

NR

NR

6000

0.7

151.2

NR

NR

NR

P4520 - COLUMN LOADING (METRIC)

P4521 - COLUMN LOADING (METRIC)

K = 1.2
kN

Unbraced
Height
mm

Maximum
Allowable
Load
at Slot Face
kN

K = 0.80
kN

K =1.0
kN

K = 0.65
kN

K = 0.80
kN

K =1.0
kN

K = 1.2
kN

600

10.3

34.1

31.1

750

9.7

30.9

26.8

26.8

22.2

600

18.8

74.9

72.8

68.3

63.1

21.1

15.8

750

18.5

72.5

68.3

61.8

54.7

1000

8.5

24.9

1250

6.9

18.9

19.3

12.8

8.9

1000

17.8

66.2

59.5

49.8

40.1

12.8

8.2

**

1250

16.8

58.9

49.8

37.8

27.0

1500

5.6

1750

4.6

13.5

8.9

**

**

1500

15.5

51.1

40.1

27.0

18.8

9.9

6.5

**

**

1750

14.0

43.1

31.1

19.9

13.8

2000

12.2

35.5

23.8

15.2

**

2500

9.3

23.0

15.2

**

**

3000

**

16.0

**

**

**

P4520/P4521 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)

P4100
2.48
cm2

P4101
4.97
cm2

1.29
1.05

cm4
cm3

6.08
2.95

cm4
cm3

Radius of Gyration (r)

0.72

cm

1.11

cm

Moment of Inertia (I)

5.74

cm4

11.53

cm4

Section Modulus (S)

2.79

cm3

5.57

cm3

Radius of Gyration (r)

1.52

cm

1.53

cm

Axis 2-2

Maximum Column Load Applied at C.G.

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Solar

K = 0.65
kN

Maximum Column Load Applied at C.G.

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Unipier®

Unbraced
Height
mm

Maximum
Allowable
Load
at Slot Face
kN

15⁄8" Framing System

Telestrut

Span/360
kN

Nuts & Hardware

Span/240
kN

Defl. at
Uniform
Load
mm

General Fittings

Span/180
kN

Max
Allowable
Uniform Load
kN

Uniform Loading at Deflection

Pipe/Conduit Supports

Defl. at
Uniform
Load
mm

Electrical Fittings

Span
mm

Max
Allowable
Uniform Load
kN

Concrete Inserts

P4520 - BEAM LOADING (METRIC)

1 5¼8" Channel

P4520 & P4521 Channels

53

P5000

GR PL PG
1 5⁄8"
7
3

⁄ 8"

⁄ 8"

41.3

3

⁄8"

9

⁄32"

9.5

22.2

1.750"

Telestrut

1 5¼8" Channel

P5000 & P5001 Channels

7.1

1

3 1 ⁄4 "

82.6

38.1

Nuts & Hardware

P5001

GR PG
1 5⁄ 8"
41.3

General Fittings
Pipe/Conduit Supports
Electrical Fittings

Wt/100 Ft: 305 Lbs (454 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

2

6 1⁄2"

1

165.1

1

2

Wt/100 Ft: 610 Lbs (907 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

2

P5000 HS

GR PG
9⁄16"

P5000 KO

(14.3) Dia. Holes

⁄8" (22.2) Knockouts
6" (152.4) on Center

Wt/100 Ft: 300 Lbs (446 kg/100 m)

P5000 SL

Wt/100 Ft: 305 Lbs (454 kg/100 m)

GR PG

P5000 T

7

1"

1

⁄ 2"

GR PG
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

⁄ 8"

Wt/100 Ft: 300 Lbs (446 kg/100 m)

Wt/100 Ft: 300 Lbs (446 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)

Solar

P5506-0832
P5506-1024
P5506-1420
P5507
P5508
P5509
P5510

UNISTRU

T

1 3⁄16"
(30.2)

(22.2)

(25.4)

(12.7)

GR PG
7

1 7⁄8" (47.6) on Center

UNISTR
UT

Concrete Inserts

44.5
1

1.500"
2

Unipier®

9.5

SEE PAGE 73, 74
P1006T1420
P1008T
P1010T

P1012
P1023
P1024

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

54

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS)

15⁄8" Framing System

24
36
48
60
72
84
96
108
120
144
168
192
216
240

5,260
3,500
2,630
2,100
1,750
1,500
1,310
1,170
1,050
880
750
660
580
530

0.03
0.07
0.12
0.18
0.26
0.36
0.47
0.59
0.73
1.06
1.43
1.88
2.35
2.95

5,260
3,500
2,630
2,100
1,750
1,500
1,310
1,170
960
670
490
370
300
240

5,260
3,500
2,630
2,100
1,750
1,470
1,120
890
720
500
370
280
220
180

5,260
3,500
2,630
1,920
1,330
980
750
590
480
330
240
190
150
120

P5000 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
5,650
4,690
3,560
2,730
2,160
1,760
1,500
1,310
1,170
980
850

Span
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

6,890*
6,890*
6,890*
6,420
5,350
4,590
4,020
3,570
3,210
2,680
2,290
2,010
1,780
1,610

0.01
0.02
0.05
0.10
0.14
0.19
0.25
0.32
0.39
0.57
0.77
1.01
1.27
1.58

6,890*
6,890*
6,890*
6,420
5,350
4,590
4,020
3,570
3,210
2,680
2,290
2,010
1,680
1,360

6,890*
6,890*
6,890*
6,420
5,350
4,590
4,020
3,570
3,210
2,680
2,080
1,590
1,260
1,020

6,890*
6,890*
6,890*
6,420
5,350
4,590
4,020
3,360
2,720
1,890
1,390
1,060
840
680

Uniform Loading at Deflection

P5001 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
16,870
13,140
9,550
6,680
4,980
3,950
3,270
2,800
2,450
1,980
1,670

K = 0.80
Lbs
15,180
10,600
6,860
4,790
3,660
2,960
2,500
2,170
1,930
1,580
1,340

K =1.0
Lbs
12,850
7,650
4,790
3,450
2,710
2,240
1,930
1,690
1,510
**
**

K = 1.2
Lbs
10,600
5,660
3,660
2,710
2,170
1,820
1,580
1,390
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
10,670
10,350
9,940
9,290
8,560
7,860
7,220
6,600
5,760
4,390
3,420

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
39,230
36,450
33,220
29,950
26,880
24,140
21,790
19,790
18,130
14,020
10,300

K = 0.80
Lbs
38,030
34,240
30,200
26,430
23,190
20,520
18,370
16,450
13,330
9,250
6,800

K =1.0
Lbs
36,210
31,200
26,430
22,470
19,380
17,040
13,330
10,530
8,530
**
**

K = 1.2
Lbs
34,240
28,260
23,190
19,380
16,450
12,090
9,250
7,310
**
**
**

P5000/P5001 - ELEMENTS OF SECTION
Parameter

P5000
0.897
In2

P5001
1.793
In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

1.098
0.627
1.107

In4
In3
In

6.227
1.916
1.864

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.433
0.533
0.695

In4
In3
In

0.866
1.066
0.695

In4
In3
In

Area of Section
Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

15⁄8" Framing System

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Telestrut

Span/360
Lbs

Nuts & Hardware

Span/240
Lbs

Defl. at
Uniform
Load
In

General Fittings

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Pipe/Conduit Supports

Defl. at
Uniform
Load
In

Electrical Fittings

Span
In

Max
Allowable
Uniform Load
Lbs

Concrete Inserts

P5001 - BEAM LOADING

Solar

P5000 - BEAM LOADING

1 5¼8" Channel

P5000 & P5001 Channels

55

P5000 - BEAM LOADING (METRIC)

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Max
Allowable
Uniform Load
kN
23.8
19.0
14.2
11.4
9.5
8.1
7.1
5.7
4.8
4.1
3.6
3.2
2.8
2.4

Defl. at
Uniform
Load
mm
1
1
2
3
5
6
8
12
18
25
32
40
50
71

P5001 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
23.8
19.0
14.2
11.4
9.5
8.1
7.1
5.7
4.4
3.2
2.5
2.0
1.6
1.1

Span/240
kN
23.8
19.0
14.2
11.4
9.5
8.1
7.1
4.8
3.3
2.4
1.9
1.5
1.2
0.8

Span/360
kN
23.8
19.0
14.2
11.4
8.8
6.5
4.9
3.2
2.2
1.6
1.2
1.0
0.8
0.5

P5000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
25.2
23.5
19.4
15.4
12.4
10.2
8.5
7.3
6.5
5.8

Defl. at
Uniform
Load
mm
0
0
1
1
2
3
4
7
10
13
17
22
27
39

Uniform Loading at Deflection
Span/180
kN
30.6 *
30.6 *
30.6 *
30.6 *
29.0
24.9
21.8
17.4
14.5
12.5
10.9
9.7
8.7
6.2

Span/240
kN
30.6 *
30.6 *
30.6 *
30.6 *
29.0
24.9
21.8
17.4
14.5
12.5
10.5
8.3
6.8
4.7

Span/360
kN
30.6 *
30.6 *
30.6 *
30.6 *
29.0
24.9
21.8
17.4
12.5
9.2
7.0
5.6
4.5
3.1

P5001 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
75.5
67.5
53.7
41.0
30.5
23.8
19.3
16.3
14.1
12.4

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Max
Allowable
Uniform Load
kN
30.6 *
30.6 *
30.6 *
30.6 *
29.0
24.9
21.8
17.4
14.5
12.5
10.9
9.7
8.7
7.2

K = 0.80
kN
68.1
58.0
41.9
29.3
21.8
17.3
14.4
12.3
10.8
9.6

K =1.0
kN
58.0
45.7
29.3
20.5
15.7
12.8
10.8
9.4
8.3
7.5

K = 1.2
kN
48.0
35.0
21.8
15.7
12.3
10.2
8.7
7.6
6.9
6.2

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
47.5
46.8
45.6
44.0
41.6
38.9
36.3
33.9
31.6
29.3

Maximum Column Load Applied at C.G.
K = 0.65
kN
174.9
169.2
158.2
146.3
134.3
122.9
112.5
103.2
95.0
87.8

K = 0.80
kN
169.7
161.7
147.2
132.6
118.8
106.6
96.2
87.4
80.0
72.9

K =1.0
kN
161.7
150.9
132.6
115.6
101.2
89.4
80.0
69.6
56.4
46.6

K = 1.2
kN
153.2
139.8
118.8
101.2
87.4
76.8
61.2
48.4
39.1
32.4

P5000/P5001 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P5000
5.78
cm2

P5001
11.57
cm2

45.70
10.28
2.81

cm4
cm3
cm

259.17
31.40
4.73

cm4
cm3
cm

18.02
8.73
1.77

cm4
cm3
cm

36.04
17.46
1.77

cm4
cm3
cm

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P5000 & P5001 Channels

56

15⁄8" Framing System

GR PG

41.3

⁄32"

⁄ 8"

9.5

1.336"
1
1.102"

61.9

9.5
33.9
1
28.0

7.1

2

2

Telestrut

9

2 7⁄16"

3

22.2

Wt/100 Ft: 247 Lbs (367 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P5501

GR PG
1 5⁄ 8"

1

123.8

1

General Fittings

4 7 ⁄ 8"

41.3

2

Wt/100 Ft: 494 Lbs (734 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

2

P5500 HS

P5500 KO

GR PG

GR PG

⁄8" (22.2) Knockouts
6" (152.4) on Center

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

P5500 SL

GR PG

Slots are
3" (76.2) x 13⁄32" (10.3)
4" (101.6) on Center

7

9⁄16"

1"

1

⁄2"

(25.4)

Wt/100 Ft: 247 Lbs (368 kg/100 m)

P5500 T

Electrical Fittings

(12.7)

Wt/100 Ft: 242 Lbs (360 kg/100 m)

Wt/100 Ft: 242 Lbs (360 kg/100 m)

GR PG
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

7

1 3⁄16"
(30.2)

⁄8"

(22.2)

Wt/100 Ft: 242 Lbs (360 kg/100 m)

CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
T

SEE PAGE 73, 74
P1006T1420
P1008T
P1010T

P1012
P1023
P1024

P3006-0832
P3006-1024
P3006-1420
P3007
P3008
P3009
P3010

P3016-0632
P3016-0832
P3016-1024
P3016-1420

Unipier®

UNISTRU

UNISTR

UT

P5506-0832
P5506-1024
P5506-1420
P5507
P5508
P5509
P5510

Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'

15⁄8" Framing System

Nuts & Hardware

⁄8"

⁄ 8"

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Pipe/Conduit Supports

3

7

Concrete Inserts

1 5⁄8"

Solar

P5500

1 5¼8" Channel

P5500 & P5501 Channels

57

P5500 - BEAM LOADING

P5501 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

3,270
2,180
1,640
1,310
1,090
940
820
730
650
550
470
410
360
330

0.04
0.09
0.15
0.24
0.34
0.47
0.61
0.78
0.95
1.39
1.89
2.46
3.07
3.86

3,270
2,180
1,640
1,310
1,090
930
710
560
460
320
230
180
140
110

3,270
2,180
1,640
1,310
950
700
530
420
340
240
170
130
110
90

3,270
2,180
1,420
910
630
470
360
280
230
160
120
90
70
60

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
4,640
3,970
3,180
2,550
2,120
1,810
1,580
1,400
1,270
1,060
920

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168
192
216
240

5,220*
5,220*
4,820
3,860
3,220
2,760
2,410
2,140
1,930
1,610
1,380
1,210
1,070
960

0.01
0.04
0.08
0.13
0.19
0.26
0.34
0.42
0.52
0.76
1.03
1.35
1.70
2.09

5,220*
5,220*
4,820
3,860
3,220
2,760
2,410
2,140
1,930
1,610
1,250
960
760
610

5,220*
5,220*
4,820
3,860
3,220
2,760
2,410
2,140
1,840
1,280
940
720
570
460

5,220*
5,220*
4,820
3,860
3,220
2,500
1,920
1,510
1,230
850
630
480
380
310

Uniform Loading at Deflection

P5500 - COLUMN LOADING

Uniform Loading at Deflection

P5501 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
13,840
11,050
8,420
6,250
4,790
3,890
3,290
2,860
2,530
2,070
1,750

K = 0.80
Lbs
12,570
9,190
6,390
4,620
3,630
3,010
2,580
2,260
2,020
1,650
1,380

K =1.0
Lbs
10,840
7,030
4,620
3,450
2,780
2,330
2,020
1,770
1,580
**
**

K = 1.2
Lbs
9,190
5,370
3,630
2,780
2,260
1,910
1,650
1,440
**
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
8,580
8,350
8,080
7,720
7,270
6,780
6,130
5,450
4,800
3,760
2,970

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
31,810
29,700
27,390
25,170
23,190
21,510
20,110
17,750
15,260
10,830
7,950

K = 0.80
Lbs
30,880
28,100
25,330
22,910
20,940
18,740
15,630
12,700
10,290
7,150
5,250

K =1.0
Lbs
29,520
26,000
22,910
20,510
17,170
13,430
10,290
8,130
6,590
**
**

K = 1.2
Lbs
28,100
24,070
20,940
17,170
12,700
9,330
7,150
5,650
**
**
**

P5500/P5501 - ELEMENTS OF SECTION

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P5500 & P5501 Channels

Solar

Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P5500
0.726
In2

P5501
1.452
In2

0.522
0.390
0.848

In4
In3
In

2.805
1.151
1.390

In4
In3
In

0.334
0.411
0.679

In4
In3
In

0.669
0.823
0.679

In4
In3
In

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

58

15⁄8" Framing System

P5500 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
20.7
19.6
16.7
13.8
11.5
9.8
8.6
7.6
6.9
6.2

Uniform Loading at Deflection
Span/180
kN
23.2 *
23.2 *
23.2 *
20.9
17.4
14.9
13.1
10.5
8.7
7.5
6.3
5.0
4.1
2.8

Span/240
kN
23.2 *
23.2 *
23.2 *
20.9
17.4
14.9
13.1
10.5
8.5
6.2
4.8
3.7
3.0
2.1

Span/360
kN
23.2 *
23.2 *
23.2 *
20.9
17.4
14.9
12.7
8.1
5.6
4.1
3.2
2.5
2.0
1.4

P5501 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
61.9
55.9
45.7
36.4
28.5
22.6
18.9
16.2
14.2
12.7

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

K = 0.80
kN
56.4
48.8
37.0
27.4
21.0
17.1
14.5
12.6
11.2
10.1

K =1.0
kN
48.8
39.8
27.4
19.9
15.7
13.0
11.2
9.8
8.7
7.9

K = 1.2
kN
41.6
31.9
21.0
15.7
12.6
10.6
9.1
8.0
7.2
6.4

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000

Maximum
Allowable
Load
at Slot Face
kN
38.2
37.1
35.9
34.3
32.3
30.2
27.3
24.2
21.3
16.7
13.2

Maximum Column Load Applied at C.G.
K = 0.65
kN
141.5
132.1
121.8
112.0
103.2
95.7
89.5
79.0
67.9
48.2
35.4

K = 0.80
kN
137.4
125.0
112.7
101.9
93.1
83.4
69.5
56.5
45.8
31.8
23.3

K =1.0
kN
131.3
115.6
101.9
91.2
76.4
59.7
45.8
36.2
29.3
**
**

K = 1.2
kN
125.0
107.1
93.1
76.4
56.5
41.5
31.8
25.1
**
**
**

P5500/P5501 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P5500
4.68
cm2

P5501
9.37
cm2

21.71
6.40
2.15

cm4
cm3
cm

116.76
18.86
3.53

cm4
cm3
cm

13.91
6.74
1.72

cm4
cm3
cm

27.83
13.48
1.72

cm4
cm3
cm

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62
for reduction factors for unbraced lengths.
3. For pierced channel, multiply beam loads by the following factor:
"KO" Series ....... 95%
"HS" Series ....... 90%

"T" Series ..........85%
"SL" Series ........85%

Unipier®

4. Deduct channel weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.

15⁄8" Framing System

Telestrut

Span/360
kN
14.8
11.8
8.9
6.1
4.2
3.1
2.4
1.5
1.1
0.8
0.6
0.4
0.4
0.3

Nuts & Hardware

Span/240
kN
14.8
11.8
8.9
7.1
5.9
4.6
3.5
2.3
1.6
1.2
0.9
0.7
0.6
0.4

Defl. at
Uniform
Load
mm
0
1
1
2
3
4
6
9
13
18
23
29
36
52

General Fittings

Span/180
kN
14.8
11.8
8.9
7.1
5.9
5.1
4.5
3.0
2.1
1.6
1.2
0.9
0.8
0.5

Max
Allowable
Uniform Load
kN
23.2 *
23.2 *
23.2 *
20.9
17.4
14.9
13.1
10.5
8.7
7.5
6.5
5.8
5.2
4.4

Pipe/Conduit Supports

Uniform Loading at Deflection

Electrical Fittings

Defl. at
Uniform
Load
mm
1
1
3
4
6
8
10
16
24
32
42
53
66
94

Concrete Inserts

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Max
Allowable
Uniform Load
kN
14.8
11.8
8.9
7.1
5.9
5.1
4.5
3.6
3.0
2.5
2.2
2.0
1.8
1.5

P5501 - BEAM LOADING (METRIC)

Solar

P5500 - BEAM LOADING (METRIC)

1 5¼8" Channel

P5500 & P5501 Channels

59

P1184

P1184 P

P

Finish: PG, PL
Standard length: 10' (3m)

.020"
(0.5)

1 5⁄8"
(41.3)

Wt/100 Ft: 27 Lbs (40.2 kg/100 m)

1 5 ⁄ 8"
(41.3)

Wt/100 Ft: 11 Lbs (16.5 kg/100 m)

P3184

PG

Finish: GR, PG, PL
Standard length: 10' (3m)

.085"
(2.2)

Material: Paintable PVC
Color: Green, Grey
Standard length: 10' (3m)

.040"
(1.0)

1 5⁄8"
(41.3)

P3184 P

.085"
(2.2)

Material : G.E. Noryl® Plastic
Color: Green, Grey and White
Standard length: 10' (3m)

Wt/100 Ft: 47 Lbs (69.9 kg/100 m)

1 5 ⁄ 8"
(41.3)

Wt/100 Ft: 9.4 Lbs (14.0 kg/100 m)

P3184 F

P3712 P

P

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Closure Strips for 15⁄8" (41mm) Channel

Finish: GR, PG, PL
Standard length: 16' (4.9m)

.040"
(1.0)

1 5⁄8"
(41.3)

3"

Unipier®

(76.2)

Wt/100 Ft: 90 Lbs (134 kg/100 m)

60

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

.040"

Material: Plastic
Color: Black
Standard length: 10' (3m)
Note: Use with P3170, P3270, and
P3370 series concrete insert.

(1.0)

1 1⁄16"
(27.0)

Wt/100 Ft: 5.4 Lbs (8.0 kg/100 m)

15⁄8" Framing System

P2407, P3280, P3380

END CAPS

Fits
Channel

P2407

P1000

P3280

P3000

P3380*

P3300

Wt/100 pcs
Lbs (kg)
10
4.5
8
3.6
5
2.3

Material: .075" (1.9)

Use With
Channel

P1280A

P1000

P2280A

P2000

P2280

P2000

P4280

P4000

P5280

P5000

P5580

P5500

FRAME CAPS

Wt/100 pcs
Lbs (kg)
11
5.0
11
5.0

* $GGFRORUVXI¿[
GR - Green
WH - White
GY - Grey
"A" series frame caps available

Use With
Channel

P2859-10

P1000

P2859-11

P1001

P2859-12

P3300

P2859-13

P5000

P2859-14

P5500

GY WH

Wt/100 pcs
Lbs (kg)
12
5.4
12
5.4
5
2.3
22
10.0
17
7.7

PLASTIC WHITE END CAPS

VY

P2860-10
Use with P1000, P1100, P2000
channels & P9000 Telestrut.
Wt/100 pcs 3.4 Lbs (1.5 kg)

15⁄8" Framing System

P2860-33
Use with P3300 channel.
Wt/100 pcs 2.5 Lbs (1.1 kg)

P2860-50
Use with P5000 & P1001 channels.
Wt/100 pcs 5 Lbs (2.3 kg)

P2860-55
Use with P5500 channel.
Wt/100 pcs 4.7 Lbs (2.1 kg)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

61

Unipier®

Solar

P2860

Part
Number*

Wt/100 pcs
/EVNJ
12
5.4
11
5.0
5
2.3
22
10.0
17
7.7

Telestrut

P1100

P2859

P1280 A, P2280 A

Part
Number

P1180

EG

Material: .075" (1.9)
Part
Number

Use With
Channel

Nuts & Hardware

Wt/100 pcs: 11 Lbs (5.0 Kg.)

Part
Number

General Fittings

Use with P1000
Material: .060" (1.5)

EG

Pipe/Conduit Supports

P1180, P2280,P4280, P5280, P5580

Electrical Fittings

EG

Concrete Inserts

P1280

1 5¼8" Channel

End Caps and Frame Caps

Nuts & Hardware

Telestrut

1 5¼8" Channel

Lateral Bracing Load Reduction & Bearing Loads
LATERAL BRACING LOAD REDUCTION CHARTS
Span

Single Channel

Double Channel

Ft. (m)

In. (cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P4400 P4520 P5000 P5500 P1001 P1101 P2001 P3001 P3301 P4001 P4101 P4401 P4521 P5001 P5501

2 (0.61)

24 (61)

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

3 (0.91)

36 (91)

0.94 0.89 0.88 0.96 1.00 0.94 0.98 1.00 1.00 0.85 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

4 (1.22)

48 (122)

0.88 0.78 0.75 0.91 1.00 0.88 0.94 0.98 1.00 0.70 0.77 1.00 0.98 0.98 1.00 1.00 0.98 1.00 1.00 1.00 0.97 0.98

5 (1.52)

60 (152)

0.82 0.68 0.61 0.88 0.98 0.83 0.91 0.96 1.00 0.55 0.67 0.97 0.93 0.92 0.98 1.00 0.93 0.96 1.00 1.00 0.90 0.93

6 (1.83)

72 (183)

0.78 0.59 0.48 0.84 0.97 0.79 0.89 0.94 0.98 0.44 0.58 0.93 0.87 0.85 0.95 0.97 0.88 0.92 0.97 0.97 0.83 0.87

7 (2.13)

84 (213)

0.75 0.52 0.41 0.82 0.96 0.75 0.86 0.92 0.97 0.38 0.51 0.89 0.82 0.78 0.92 0.95 0.83 0.89 0.95 0.95 0.76 0.81

8 (2.44)

96 (244)

0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.91 0.96 0.33 0.46 0.85 0.76 0.71 0.88 0.92 0.79 0.85 0.92 0.92 0.68 0.76

9 (2.74)

108 (274) 0.69 0.43 0.32 0.77 0.93 0.69 0.82 0.89 0.95 0.30 0.42 0.81 0.70 0.64 0.85 0.90 0.74 0.81 0.90 0.90 0.61 0.70

10 (3.05) 120 (305) 0.66 0.40 0.29 0.75 0.92 0.66 0.80 0.87 0.94 0.28 0.40 0.78 0.65 0.57 0.82 0.87 0.69 0.78 0.87 0.87 0.54 0.64
12 (3.66) 144 (366) 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.84 0.91 0.24 0.36 0.70 0.54 0.45 0.76 0.82 0.60 0.71 0.82 0.83 0.43 0.53

Pipe/Conduit Supports

General Fittings

14 (4.27) 168 (427) 0.55 0.32 0.23 0.66 0.86 0.55 0.73 0.81 0.89 0.22 0.32 0.63 0.45 0.38 0.70 0.78 0.51 0.64 0.77 0.78 0.35 0.45
16 (4.88) 192 (488) 0.51 0.30 0.21 0.62 0.84 0.50 0.69 0.78 0.87 0.21 0.30 0.56 0.39 0.32 0.64 0.73 0.44 0.57 0.72 0.73 0.30 0.39
18 (5.49) 216 (549) 0.47 0.28 0.19 0.58 0.81 0.47 0.65 0.75 0.84 0.19 0.28 0.49 0.34 0.28 0.58 0.68 0.39 0.50 0.67 0.68 0.27 0.34
20 (6.10) 240 (610) 0.44 0.26 0.18 0.54 0.78 0.43 0.61 0.72 0.82 0.18 0.26 0.44 0.31 0.25 0.52 0.63 0.35 0.45 0.62 0.63 0.24 0.30

BEARING LOADS ON UNISTRUT CHANNEL
LOAD

LOAD

LOAD

Loads are
calculated based on
2007 Specification
For The Design Of
Cold Formed Steel
Structural Members
published by AISI

Electrical Fittings

Channel

Concrete Inserts

P1000

7,700

3,100
13.79

34.25

P1100

3,500
15.57

1,700
7.56

4,000
17.79

P2000

2,500

1,200

3,000

11.12

5.34

13.34

P3000

6,700
29.80

3,200
14.23

7,700
34.25

P3300

6,800

3,200

7,800

30.25

14.23

34.70

P5000

2,600
11.57
3,500
15.57
7,300
32.47
7,300
32.47
6,500

1,200
5.34
1,800
8.01
3,400
15.12
3,400
15.12
3,000

3,000
13.34
4,100
18.24
8,400
37.37
8,400
37.37
7,500

28.91

13.34

33.36

P5500

6,600

3,100

7,600

29.36

13.79

33.81

P4400

Solar

Bearing Length 31¼4PP
Maximum Allowable Loads Lbs (kN)

6,700

P4100

P4520

Unipier®

Bearing Length 15¼8PP
Maximum Allowable Loads Lbs (kN)

29.80

P4000

62

Bearing Length 15¼8PP
Maximum Allowable Loads Lbs (kN)

15⁄8" Framing System

1 5¼8" Channel

Telestrut® System

Connection Methods ................................................................ 69
Post Bases .............................................................................68-69

STEEL: PLAIN
12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and
16 Ga. (1.5 mm) ASTM A1011 SS GR 33.

STEEL: PRE-GALVANIZED

Rec.Torque
Ft/Lbs 1‡P

BOLT SIZE

» "-20
6
(8)

Max Torque
Ft/Lbs 1‡P

7
(9)

14

» "-18
11
(15)

5 16

15
(20)

» "-16
19
(26)

38

25
(34)

» "-13
50
(68)

58

» "-11
100
(136)

34

70
(95)

125
(170)

135
(183)

12

» "-10
125
(170)

12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and
16 Ga. (1.5mm) ASTM A653 GR 33.

Fittings are available in:
Green Powder Coat (GR), conforming to
commercial standards for Powder Coating,
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1;
Hot-dipped Galvanized (HG), conforming to
ASTM A123 or A153
Plain (PL).

DIMENSIONS

DESIGN LOAD
Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2007 EDITION
published by the AMERICAN IRON AND STEEL INSTITUTE
USING ASD METHOD.

Type
of Load

Safety Factor
to Yield Strength

Safety Factor
to Ultimate Strength

Beam Loads
Column Load

1.67
1.80

2.0
2.2

Solar

FINISHES

Unipier®

Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

15⁄8" Framing System

Electrical Fittings

Unistrut channels are accurately and carefully cold formed
to size from low-carbon strip steel.

DESIGN BOLT TORQUE

Concrete Inserts

MATERIAL

Pipe/Conduit Supports

General Fittings

Cutting Chart ............................................................................. 70

Nuts & Hardware

Specialized Fittings ................................................................... 68

Telestrut

Telescoping Tube ..................................................................65-67

63

1 5¼8" Channel

Telestrut Pictorial Index
Telestrut Telescoping Tubing

15⁄ 8" x 1 5⁄ 8 "
12 Ga.

Special Fittings and Post Bases for Telestrut Telescoping Tubing

17⁄8" x 17⁄8"
12 Ga.

Unipier®

P9200-Pg 65

P9324-Pg 68

P9011-Pg 68

P9012-Pg 68

P9013-Pg 69

P9014-Pg 69

P9207-Pg 68

Standard 15⁄8" – Flat Plate Fittings

P9209-Pg 68

P1380A-Pg 81

P9010-Pg 68

P1334-Pg 81

P1065-Pg 81

P1380-Pg 81

P1924-Pg 81

P1066-Pg 81

P1031-Pg 82

P1873-Pg 82

P1925-Pg 81

P1028-Pg 82

P1067-Pg 81

P1356-Pg 82

P2079-Pg 81

P1358-Pg 82

P1941-Pg 81

P1726-Pg 82

P1036-Pg 81

P1953-Pg 82

Standard 15⁄8" – Ninety Degree Fittings

P1950-Pg 82

P2325-Pg 81

P2324-Pg 81

P1026-Pg 82

P1068-Pg 82

P1750-Pg 83

P1281-Pg 82

P1538A-Pg 83

P1498-Pg 83

P1747-Pg 83

P1458-Pg 82

P1326-Pg 83

P1346-Pg 83

P1325-Pg 83

P1822-Pg 83

P1823-Pg 83

P1821-Pg 83

P1934-Pg 84

P1033-Pg 83

P1037-Pg 83

P1038-Pg 83

P1034-Pg 83

P1035-Pg 84

P1029-Pg 84

P1357-Pg 84

P1359-Pg 84

P1381-Pg 84

P1290-Pg 84

P1291-Pg 84

P1579-Pg 84

P1727-Pg 84

Standard 15⁄8" – "Z" and "U" Shape Fittings

P1728-Pg 84

P2235-Pg 84

P1713-Pg 84

P1130-Pg 85

P1956-Pg 84

P1957-Pg 84

P1045-Pg 86

P1347-Pg 86

P1479A-Pg 86

P1047-Pg 87

Standard 15⁄8" – Wing Shape Fittings

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

P9000-Pg 65

P1048-Pg 88

64

P2326-Pg 88

P2343 R-L-Pg 89

P2223-Pg 89

P2224-Pg 89

P2225-Pg 89

P2227-Pg 89

P2228-Pg 89

P2229-Pg 89

P2345-Pg 89

P2346-Pg 89

15⁄8" Framing System

Telestrut Pictorial Index

P1204-Pg 103

P1944-Pg 103

P2655-Pg 103

P2354L-Pg 103

P2867-Pg 98

P2868-Pg 99

P1887-Pg 90

P2072A-Pg 90

P2348-Pg 90

P2354R-Pg 103

P2072-Pg 90

P2341 R-L-Pg 89 P2472 R-L-Pg 89 P1843-Pg 104

P2231-Pg 93

P2233-Pg 93

P1271S-Pg 98

P1354A-Pg 104

P1796S-Pg 98

1 5¼8" Channel

P1201-Pg 103

P2785-Pg 98

P2860-10-Pg 61

Many of the standard metal framing components are compatible with the Telestrut telescoping tubing.
Refer to the appropriate page in other sections of the catalog for information on the particular fittings shown here.

P9000

GR PG
1 5⁄ 8"

41.3

1

1 5⁄8"

1

41.3

9⁄16"

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center

2

1 7⁄ 8"

2

(47.6)

Wt/100 Ft: 188 Lbs (279 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P9200

GR PG
1 7⁄8"

1

1 7⁄8"

47.6

1

9⁄16"

(14.3) Dia. Holes

1 7⁄8" (47.6) on Center
7

1 ⁄8"

2

(47.6)

2

Electrical Fittings

47.6

Wt/100 Ft: 223 Lbs (331 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

TELESTRUT'S TELESCOPING POWER

Concrete Inserts

Telestrut can be combined with metal framing channel

P9200

9⁄16"

P1100 Series

P4001 Series

P4101 Series

(14.3) Dia. Holes

Solar

1 7⁄8" (47.6) on Center

Unipier®

P9000

P1000 Series

1RWH:LOOQRWWHOHVFRSHZLWK*5RU+*¿QLVK

1 ⁄ " Framing System
58

Telestrut

P2344 R-L-Pg 89

Nuts & Hardware

P2245-Pg 89

P2347-Pg 89

General Fittings

P2230-Pg 89

P2226-Pg 89

Standard 15⁄8" – Misc. Fittings

Pipe/Conduit Supports

Standard 15⁄8" Metal Framing – Wing Shape Fittings

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

65

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

P9000 & P9200 Telestrut Channels
P9000 - BEAM LOADING

Span
In
24
36
48
60
72
84
96
108
120
144
168
192
216
240

Max
Allowable
Uniform Load
Lbs
1,710
1,140
860
690
570
490
430
380
340
290
240
210
190
170

P9200 - BEAM LOADING
Defl. at
Uniform
Load
In
0.06
0.14
0.25
0.40
0.57
0.77
1.01
1.27
1.56
2.30
3.02
3.95
5.09
6.24

Uniform Loading at Deflection
Span/180
Lbs
1,710
1,140
860
580
400
300
230
180
150
100
70
60
40
40

Span/240
Lbs
1,710
1,140
680
440
300
220
170
130
110
80
60
40
NR
NR

Span/360
Lbs
1,710
810
450
290
200
150
110
90
70
50
40
NR
NR
NR

P9000 - COLUMN LOADING

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144

Maximum
Allowable
Load
at Slot Face
Lbs
3,640
3,540
3,400
3,210
2,990
2,730
2,430
2,110
1,820
1,390

Span
In
24
36
48
60
72
84
96
108
120
144
168
192
216
240

Max
Allowable
Uniform Load
Lbs
2,490
1,660
1,250
1,000
830
710
620
550
500
420
360
310
280
250

Defl. at
Uniform
Load
In
0.05
0.12
0.22
0.34
0.49
0.67
0.87
1.10
1.37
1.98
2.70
3.47
4.47
5.47

Uniform Loading at Deflection
Span/180
Lbs
2,490
1,660
1,250
980
680
500
380
300
240
170
120
100
80
60

Span/240
Lbs
2,490
1,660
1,140
730
510
370
290
230
180
130
90
70
60
50

Span/360
Lbs
2,490
1,350
760
490
340
250
190
150
120
80
60
50
NR
NR

P9200 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
8,730
8,360
7,880
7,290
6,640
5,940
5,220
4,520
3,840
2,690

K = 0.80
Lbs
8,570
8,040
7,340
6,530
5,660
4,790
3,940
3,160
2,560
1,780

K =1.0
Lbs
8,330
7,530
6,530
5,440
4,360
3,340
2,560
2,020
1,640
**

K = 1.2
Lbs
8,040
6,950
5,660
4,360
3,160
2,320
1,780
1,400
**
**

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Maximum
Allowable
Load
at Slot Face
Lbs
4,620
4,530
4,390
4,220
4,000
3,750
3,460
3,140
2,790
2,170
1,720

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
11,120
10,770
10,300
9,720
9,050
8,320
7,560
6,770
5,990
4,510
3,320

K = 0.80
Lbs
10,980
10,460
9,760
8,940
8,030
7,080
6,110
5,180
4,290
2,980
2,190

K =1.0
Lbs
10,740
9,950
8,940
7,800
6,590
5,410
4,290
3,390
2,750
1,910
**

K = 1.2
Lbs
10,460
9,370
8,030
6,590
5,180
3,890
2,980
2,360
1,910
**
**

P9000/P9200 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

66

P9000
0.387
In2

P9200
0.489
In2

0.166
0.205
0.655

In4
In3
In

0.279
0.297
0.755

In4
In3
In

0.166
0.205
0.655

In4
In3
In

0.279
0.297
0.755

In4
In3
In

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load
(w lbs/ft or w lbs/in).
4. Deduct Telestrut weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.

15⁄8" Framing System

Span/360
kN
7.7
5.3
3.0
1.9
1.3
1.0
0.8
0.5
0.3
0.3
0.2
0.1
NR
NR

P9000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable
Load
at Slot Face
kN
16.2
16.0
15.6
15.0
14.4
13.6
12.7
11.7
10.5
9.3

Uniform Loading at Deflection
Span/180
kN
11.3
9.0
6.8
5.4
4.5
3.3
2.5
1.6
1.1
0.8
0.6
0.5
0.4
0.3

Span/240
kN
11.3
9.0
6.8
4.8
3.3
2.4
1.9
1.2
0.8
0.6
0.5
0.4
0.3
0.2

Span/360
kN
11.3
8.9
5.0
3.2
2.2
1.6
1.2
0.8
0.6
0.4
0.3
0.3
0.2
NR

P9200 - COLUMN LOADING (METRIC)

Maximum Column Load Applied at C.G.
K = 0.65
kN
38.9
38.2
36.7
34.8
32.6
30.3
27.8
25.2
22.6
20.0

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

K = 0.80
kN
38.2
37.1
35.0
32.3
29.4
26.2
23.0
19.8
16.8
14.0

K =1.0
kN
37.1
35.5
32.3
28.6
24.6
20.6
16.8
13.3
10.8
8.9

K = 1.2
kN
35.9
33.7
29.4
24.6
19.8
15.3
11.7
9.3
7.5
6.2

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Maximum
Allowable Load
at Slot Face
kN
20.6
20.4
20.0
19.5
18.8
18.1
17.2
16.2
15.1
13.9

Maximum Column Load Applied at C.G.
K = 0.65
kN
49.5
48.8
47.4
45.6
43.5
41.1
38.5
35.7
32.9
30.1

K = 0.80
kN
48.9
47.9
45.7
43.1
40.1
36.8
33.4
29.9
26.3
23.0

K =1.0
kN
47.9
46.3
43.1
39.3
35.1
30.7
26.3
22.1
18.2
15.0

K = 1.2
kN
46.6
44.4
40.1
35.1
29.9
24.6
19.7
15.6
12.6
10.4

P9000/P9200 - ELEMENTS OF SECTION (METRIC)
P9200
3.16
cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

6.92
3.35
1.66

cm4
cm3
cm

11.61
4.87
1.92

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

6.92
3.35
1.66

cm4
cm3
cm

11.61
4.87
1.92

cm4
cm3
cm

Area of Section
Axis 1-1

Axis 2-2

15⁄8" Framing System

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load
(w lbs/ft or w lbs/in).
4. Deduct Telestrut weight from the beam loads.
5. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.

Solar

P9000
2.50
cm2

Unipier®

Parameter

Telestrut

Span/z0
kN
7.7
6.2
4.5
2.9
2.0
1.5
1.1
0.7
0.5
0.4
0.3
0.2
0.2
NR

Defl. at
Uniform
Load
mm
1
2
4
6
8
11
15
23
34
45
60
76
92
132

Nuts & Hardware

Span/180
kN
7.7
6.2
4.7
3.7
2.7
2.0
1.5
1.0
0.7
0.5
0.4
0.3
0.2
0.2

Max
Allowable
Uniform Load
kN
11.3
9.0
6.8
5.4
4.5
3.9
3.4
2.7
2.3
1.9
1.7
1.5
1.3
1.1

General Fittings

Uniform Loading at Deflection

Pipe/Conduit Supports

Defl. at
Uniform
Load
mm
2
2
4
7
10
13
17
27
39
53
68
86
108
151

Concrete Inserts

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000
4,500
5,000
6,000

Max
Allowable
Uniform Load
kN
7.7
6.2
4.7
3.7
3.1
2.7
2.3
1.9
1.6
1.3
1.2
1.0
0.9
0.8

P9200 - BEAM LOADING (METRIC)

Electrical Fittings

P9000 - BEAM LOADING (METRIC)

1 5¼8" Channel

P9000 & P9200 Telestrut Channels

67

P9010

MULTI-GRIP RIVET

Nuts & Hardware
General Fittings

GRAVITY PIN

1,200 Lbs.
(5.44 kN)

P9000 Inside
P9200

Fitting Attached
to Tube Section
or Channel

Fitting Attached
to Tube Section
with Tube Section
or Channel Inside

Wt/100 pcs: 10 Lbs (4.5 kg)

P9207

Wt/100 pcs: 47 Lbs (21.3 kg)

CUTTING ALIGNMENT GAUGE

17⁄8"
(47.6)

15⁄16"
(23.8)

P9324

EG, GR

Branch
A
327⁄32"
(97.6)

11⁄16"
(27.0)

327⁄32"

Pipe/Conduit Supports
Electrical Fittings

P9209

750 Lbs.
(3.40 kN)
Pullout

Telestrut

1 5¼8" Channel

Specialized Fittings & Post Bases

(97.6)

15⁄32"
(29.4)

Trunk

17⁄8"

(47.6)

The cutting alignment guide
ensures correct cutting of branch
members when used with fittings
to make connections. Refer to the
table of page 70 for the appropriate value for "A" for cutting.
Wt/100 pcs: 78 Lbs (35.0 kg)

P9011

EG, GR

P9012

EG, GR

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

3"

3"
(76.2)

Concrete Inserts

3"
11⁄16"

(17.5)

3"

(152.4)

(76.2)

P9000
Cut to

(76.2)

6"

3"

3"

(76.2)

(76.2)

6"

Cut to
13

⁄16"

(20.6)

(152.4)
P9200
(Slides over)

(141.3)
P9000

1

Any
Section
(Slides Inside)

6"
(152.4)

P9200

⁄4"

(6.4)

1⁄ 4"

Solar

3"
(76.2)

59⁄16"

59⁄16"
(141.3)

3"
(76.2)

15⁄8"

6"
(152.4)

(76.2)

P9200

(6.4)

Unipier®

Wt/100 pcs: 332 Lbs (150.7 kg)

Wt/100 pcs: 340 Lbs (154 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9» 16PP+ROH6SDFLQJ)URP(QG13» 16PP+ROH6SDFLQJ2Q&HQWHU7» 8PP:LGWK5» 8PP7KLFNQHVV1» 4PP

68

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

EG, GR

P9013

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

3"

3"
(76.2)

3"

6"
(152.4)

3"

3"

(76.2)

(76.2)

3"
13

(152.4)

(76.2)

6"

Cut to

6"

6"

3"
3"

(76.2)

(152.4)

(76.2)
(76.2)

P1000 H3

(76.2)

P4101

Cut to
any
length

EG, GR

Telestrut

P9014

(152.4)

⁄16"

(20.6)

Nuts & Hardware

P9200
(Slides over)

53⁄ 8"

5 3⁄ 8"

(136.5)

P1000 H3

P4101
1⁄ 4"

1⁄4"

(6.4)

Wt/100 pcs: 303 Lbs (137.5 kg)

PREFERRED THREE-PIECE ASSEMBLY

ALTERNATE THREE-PIECE ASSEMBLY
P9200 (17⁄8")

P9000 (15⁄8")

P9000 (15⁄8")
or any other 15⁄8"
Metal Framing Channel
(e.g., P1000 H3)

P9200 (17⁄8")

In most applications, telescoping assemblies should be made from
three sections of Telestrut material. The simplest construction utilizes
a center section of 17»8" material (P9200) into which a 15»8" member
(P9000) is telescoped from each end. In this way, all intersecting
verticals and horizontals are formed from 15»8" members assuring
maximum compatibility and ease of assembly

A similar technique is to use a center 15»8" center member (P9000)
which can be telescoped into 17»8" members used at both ends. With this
method, all intersecting connections should be formed from compatible
17»8" members.

CHANNEL NUT CONNECTION – INFINITE ADJUSTMENT
P9000 (15⁄8")

A + 1 ⁄8"

P9200 (17⁄8")

A

Two-piece telescoping
assemblies can be used,
but special cutting of one or
both telescoping members
is needed to achieve proper
alignment of fittings at the
intersecting connections.

Bolt
Channel Nut
P9200

Concrete Inserts

TWO-PIECE ASSEMBLY
P9000 (15⁄8")

P9200 (17⁄8")

Electrical Fittings

P9000 (15⁄8")

Wt/100 pcs: 318 Lbs (144.7 kg)

General Fittings

(6.4)

Any of the 15»8" (41.3 mm) channel can be connected to
the P9000 using standard channel nuts.

THROUGH-BOLT CONNECTION – INCREMENTAL ADJUSTMENT
Nut &
Bolt
P1000 H3

P9000

P9200

P9200

Solar

Nut &
Bolt

Unipier®

In addition, the right-angle members to which telescoping pieces are
attached must be cut according to the illustration at right to insure smooth
movement of telescoping members.

Standard Dimensions for 15» 8PPZLGWKVHULHVFKDQQHOILWWLQJV8QOHVV2WKHUZLVH6KRZQRQ'UDZLQJ
Hole Diameter: 9» 16PP+ROH6SDFLQJ)URP(QG13» 16PP+ROH6SDFLQJ2Q&HQWHU7» 8PP:LGWK5» 8PP7KLFNQHVV1» 4PP

15⁄8" Framing System

Pipe/Conduit Supports

P9200
(Slides over)
(136.5)

1 5¼8" Channel

Post Bases & Telestrut Connection Methods

69

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Cutting Chart
CUTTING CHART
15»8" (41.3) Branch
Fitting
P1026
P1028
P1029
P1031
P1033
P1034
P1035
P1036
P1037
P1038
P1045
P1047
P1048
P1049
P1050
P1065
P1066
P1068
P1130
P1131
P1290
P1291
P1325
P1326
P1334
P1346
P1347
P1354
P1356
P1357
P1358
P1359
P1380
P1380 A
P1381
P1382
P1458
P1498
P1499
P1538 A
P1538 B
P1538 C
P1538 D
P1579
P1713

Trunk
15»8" (41.3)
A
A
†
A
B
†
A
A
†
†
†
†
†
†
†
A
A
C
A
A
A
A
A
C
A
A
C
D
A
A
A
A
A
A
†
†
A
†
†
C
C
C
C
A
†

Trunk
17»8" (47.6)
A
A
†
A
A
†
†
A
†
†
†
†
†
†
†
A
A
NR
A
A
NR
NR
NR
NR
A
A
NR
D
A
NR
A
NR
A
A
†
†
NR
†
†
A
A
A
A
NR
†

15»8" (41.3) Branch

17»8" (47.6) Branch
Trunk
15»8" (41.3)
A
A
†
A
A
†
†
A
†
†
†
†
†
†
†
A
A
NR
A
A
NR
NR
NR
NR
A
A
NR
D
A
NR
A
NR
A
A
†
†
NR
†
†
A
A
A
A
NR
†

Trunk
17»8" (47.6)
B
B
†
B
B
†
†
B
†
†
†
†
†
†
†
B
B
NR
C
C
NR
NR
NR
NR
B
B
NR
D
B
NR
B
NR
B
B
†
†
NR
†
†
C
C
C
C
NR
†

Fitting
P1726
P1727
P1728
P1747
P1750
P1821
P1822
P1823
P1843
P1873
P1834
P1941
P1950
P1953
P1956
P1957
P2223
P2224
P2225
P2226
P2227
P2228
P2229
P2230
P2235
P2245
P2324
P2325
P2326
P2341 R-L
P2343 R-L
P2344 R-L
P2345
P2346
P2347
P2348
P2472 R-L
P2815
P2815 D
P9324
P9325
P9484

Trunk
15»8" (41.3)
A
B
†
†
†
†
†
†
D
†
†
A
A
A
†
†
A
A
A
A
A
A
A
A
A
A
E
E
E
A
A
A
A
A
A
A
C
C
C
G
A
A

This table shows the value for "A" when using the specified fitting to connect the
branch and trunk. Sizes "A" and "B" can be cut with the cutting alignment gauge
(P9207). Other sizes require special cutting. Those marked NR are not recommended.

A

A

Solar

B
C

Unipier®

Trunk

D
E

70

17»8" (47.6) Branch
Trunk
15»8" (41.3)
A
NR
†
†
†
†
†
†
D
†
NR
A
A
A
†
†
A
A
A
A
A
A
A
A
NR
A
NR
A
NR
A
A
A
A
A
A
A
A
NR
NR
G
A
A

Trunk
17»8" (47.6)
B
NR
†
†
†
†
†
†
D
†
NR
B
B
B
†
†
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
F
F
F
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
G
A
A

Legend

Designator

Branch

Trunk
17»8" (47.6)
A
NR
†
†
†
†
†
†
D
†
NR
A
A
A
†
†
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
A
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
G
A
A

"A"
In (mm)
11»16"
27.0
15
»16"
23.8
13»16"
20.6
11»4"
31.8
5
» 8" *
15.9

Designator
F
G
NR
†

"A"
In (mm)
7»16" *
11.1
15»32"
29.4
Not
Recommended
Special
Cutting Req'd
(See part dwg)

15⁄8" Framing System

NUTS & HARDWARE
Channel Nuts With Springs ...................................................... 73
Channel Nuts Without Springs ................................................ 73
Top Retainer Nuts ..................................................................... 73
UNISTRU
T

Stud Nuts ................................................................................... 74

UNIST
RU
T

Hardware ..............................................................................74-76

MATERIAL

DESIGN BOLT TORQUE

Unistrut channel nuts are manufactured from mild steel
bars, and after machining operations are completed, they
are case hardened, assuring positive biting action into the
inturned edge of the Unistrut channel.
Screws conform to SAE J429 GR 2 (exceeds ASTM A307).
Proof Load 55KSI, Tensile Load 74 KSI

Bolt Size
3

A1011 SS GR45

»8", 7»16" & 1»2"

A576 GR1015 Modified

»"& »"

A36 or A675 GR60

»"

A36

58

34

78

» "-20

14

» "-18

5 16

» "-16

38

» "-13

58

» "-11

34

12

» "-10

Rec.Torque
Ft/Lbs 1‡P

6
(8)

11
(15)

19
(26)

50
(68)

100
(136)

125
(170)

Max Torque
Ft/Lbs 1‡P

7
(9)

15
(20)

25
(34)

70
(95)

125
(170)

135
(183)

Channel Nut ASTM

»4" & 5»16"

1

BOLT SIZE

FINISHES
Nuts, bolts and washers are electro-galvanized (EG),
ASTM B633 Type III SC1 finish, unless otherwise noted.

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted.
Unless noted, all metric dimensions are in millimeters
and rounded to one decimal place.
Many Unistrut nuts, bolts and hardware items are also
available in standard metric dimensions. Consult factory
for ordering information.

Many hardware items are also available in stainless steel.
Consult factory for ordering information.

THREADS
All threads on the nuts and bolts are Unified and
American coarse screw threads.

71

Channel Nuts With Spring

P1006 - P1010
Pg 73

P1012S - P1024S
Pg 73

P4006 - P4010
Pg 73

P5506 - P5510
Pg 73

P2378 - P2382
Pg 74

Channel Nuts Without Spring

P3016
Pg 73

P3006 - P3013
Pg 73

P1012 - P1024
Pg 73

P4012 - P4023
Pg 73

P1006T - P1010T, P4010T
Pg 73

P4908
Pg 73

P1016
Pg 73

Hardware

HHCS
Pg 74

HFMS
Pg 74

HLKW
Pg 75

HRMS
Pg 74

HOCW
Pg 76

HSHS
Pg 74

HRCN
Pg 75

HTHR
Pg 75

HCSS
Pg 74

HSQN
Pg 75

P2486
Pg 76

HHXN
Pg 75

P2485
Pg 76

HFLW
Pg 75

P2485K
Pg 76

K1062 - K1064
Pg 76

MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS

Channel

Channel
Nut
SizeThread

»"-9

12

» " - 10

12

» " - 11

12

12

» " - 13

12

»16" - 14

12

38

» " - 16

12

»16" - 18

12

» " - 20

12

» " - 13

12

38

» " - 16

12

» " - 18

12

» " - 20

12

58

Concrete Inserts

P1000
P3000
P5000
P5500

7

5

14

12

Solar

Gauge

78

34

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Nuts & Hardware Pictorial Index and Channel Nut Loads

P3300

Unipier®

5 16

14

72

Allowable
Pull-Out
Strength
Lbs (kN)

Resistance
to Slip
Lbs (kN)

Torque
Ft-Lbs
1‡P

2,500
11.12
2,500
11.12
2,500
11.12
2,000
8.90
1,400
6.23
1,000
4.45
800
3.56
600
2.67
1,500
6.67
1,000
4.45
800
3.56
600
2.67

1,700
7.56
1,700
7.56
1,500
6.67
1,500
6.67
1,000
4.45
800
3.56
500
2.22
300
1.33
1,500
6.67
800
3.56
500
2.22
300
1.33

*125
170
*125
170
*100
135
50
70
35
50
19
25
11
15
6
8
50
70
19
25
11
15
6
8

Channel

Channel
Nut
SizeThread

Gauge

» " - 13

14

38

» " - 16

14

» " - 18

14

» " - 20

14

» " - 13

16

38

» " - 16

16

» " - 18

16

» " - 20

16

12

P1100
&
P4100

5 16

14

12

P2000
&
P4000

5 16

14

Allowable
Pull-Out
Strength
Lbs (kN)

Resistance
to Slip
Lbs (kN)

Torque
Ft-Lbs
1‡P

1,400
6.23
1,000
4.45
800
3.56
600
2.67
1,000
4.45
1,000
4.45
800
3.56
600
2.67

1,000
4.45
750
3.34
400
1.78
300
1.33
1,000
4.54
750
3.34
400
1.78
300
1.33

50
70
19
25
11
15
6
8
50
70
19
25
11
15
6
8

* May require 3»8" or 1»2" thick fitting.
Nut design loads include a minimum safety factor of 3.
Note: Refer to the Channel Nut Selection Chart on the following two pages for
the part number.

15⁄8" Framing System

Wt/100 pcs
Lbs (kg)

#8

-32

7 (3.2)

P3016-0632

#6

-32

2 (0.9)

P1006-1024

#10

-24

7 (3.2)

P3016-0832

#8

-32

2 (0.9)

P1006-1420

14

»"

-20

7 (3.2)

P3016-1024

#10 -24

4 (1.8)

P1007

5 16

» "

-18

6 (2.7)

P1008

38

»"

-16

10 (4.5)

P1009

7 16

» "

-14

9 (4.1)

Part
Number

12 (5.4)

P3006-0832

#8

-32

6 (2.7)

P3006-1024

#10 -24

6 (2.7)

1

» 2"

-13

Part
Number

Nut Size
Thread

P1012S

58

P1023S

34

P1024S

7

Part
Number

Nut Size
Thread

Wt/100 pcs
Lbs (kg)

» 4"

P3006-1420
P3007
P3008

3

21 (9.5)

P1000,
P1100,
P2000,
P3000

5 16

P3009

7 16

Wt/100 pcs
Lbs (kg)

Use With

P3010

12

P3300,
P4000,
P4400,
P4520,
P4100

P3013

12

-11

21 (9.5)

»"

-10

21 (9.5)

» 8"

-9

-32

7 (3.2)

P4006-1024

#10

-24

7 (3.2)

» 4"

-20

7 (3.2)

»"

6 (2.7)

» 8"

-16

9 (4.1)

» " -14

9 (4.1)

»"

-13

11 (5.0)

Any Channel
Except P3300,
P4000, P4400,
P4520,P4100

»"

-13

8 (3.6)

P3300,
P4000,P4400,
P4520,P4100

» "

-18

6 (2.7)

P4008

»"

-16

9 (4.1)

P4009

7

»16"

-14

9 (4.1)

P1012

58

P4010

12

»"

-13

8 (3.6)

P1023

3

P1024

78

Wt/100 pcs
Lbs (kg)

Use With

Nut Size
Thread

» 4"

-10

20 (9.1)

»"

-9

20 (9.1)

Any Channel
Except P3300,
P4000, P4400,
P4520,P4100

Wt/100 pcs
Lbs (kg)

Use With

Nut Size
Thread

7 (3.2)

Part
Number

P5506-1024

#10

-24

7 (3.2)

P4012

5

» 4"

-20

7 (3.2)

P4023

34

»16"

-18

6 (2.7)

5

P5508

38

»"

-16

10 (4.5)

Part
Number

P5509

7

»16"

-14

10 (4.5)

P1006T1420

P5510

12

»"

-13

12 (5.4)

P5000,
P5500

UNISTRU
T

» 8"

-11

11 (5.0)

»"

-10

11 (5.0)

P3300, P4000,
P4400,P4520,
P4100

Wt/100 pcs
Lbs (kg)

Use With

Nut Size
Thread
1

» 4"

-20

7 (3.2)

»"

-16

10 (4.5)

»"

-13

12 (5.4)

Any Channel
Except P3300,
P4000, P4400,
P4520, P4100

»"

-13

8 (3.6)

P3300, P4000,
P4400, P4520,
P4100

P1008T

38

P1010T

12

P4010T

12

Part
Number

Nut Size
Thread

UNISTR
UT

P4908

3

Use With

20 (9.1)

-32

P5507

Wt/100 pcs
Lbs (kg)

-11

#8

1

Any
Channel

»"

P5506-0832

P5506-1420

Use With

» " -18

38

Nut Size
Thread

Wt/100 pcs
Lbs (kg)

6 (2.7)

5 16

Part
Number

4 (1.8)

-20

P4007

Part
Number

-20

Nut Size
Thread

Use With

»"

#8

P4006-1420

1

14

P4006-0832

1

P3016-1420

Any
Channel

Nuts & Hardware

P1010

P1000,
P1100,
P2000,
P3000

Telestrut

P1006-0832

Use With

» 8"

-16

Any
Channel

Wt/100 pcs
Lbs (kg)

Use With
Any
Channel

17.5 (7.9)

Double Conveyor Adjusting Nut
Part
Number
P1016

Nut Size
Thread
3

» 8"

-16

Wt/100 pcs
Lbs (kg)
17.5 (7.9)

Use With
Any Slotted
Channel

Missing Link Multi-Purpose Strut Fastener

15⁄8" Framing System

General Fittings

Nut Size
Thread

Pipe/Conduit Supports

Part
Number

Use With

Electrical Fittings

Wt/100 pcs
Lbs (kg)

EG, HG

Concrete Inserts

Nut Size
Thread

CHANNEL NUT WITHOUT SPRING

Solar

Part
Number

EG, HG

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

73

Unipier®

CHANNEL NUT WITH SPRING

1 5¼8" Channel

Channel Nuts With and Without Spring

1 5¼8" Channel

Hardware
CHANNEL STUD NUT WITH SPRING

A

EG

Part No.

Telestrut
Nuts & Hardware
General Fittings

HEX HEAD CAP SCREWS

Pipe/Conduit Supports

Wt/100 pcs
Lbs (kg)

Part No.

1 (25.4)

8 (3.6)

P2380-5

Solar
Unipier®
74

Size
» " x 7»16"
1
» 4" x 3» 4"
1»4" x 11»2"
5»16" x 11»4"
3
» 8" x 3» 4"
3» 8" x 7» 8"
3»8" x 1"
3
»8" x 11»4"
3»8" x 11»2"
3»8" x 2"
3
» 8" x 2 1» 4"
3» 8" x 2 1» 2"
1
»2" x 15»16"
1»2" x 13»16"
1
»2" x 11»2"
1» 2" x 1 3» 4"
1»2" x 2"
1» 2" x 2 1» 4"
1
» 2" x 2 1» 2"

Wt/100 pcs
Lbs (kg)

2 (50.8)

16 (7.3)

9 (4.1)

P2380-6

2 » (57.2)

16 (7.3)

11»2 (38.1)

9 (4.1)

P2381-2

1 (25.4)

14 (6.4)

P2379-1

1 (25.4)

12 (5.4)

P2381-3

11»4 (31.8)

15 (6.8)

» " - 18 11»4 (31.8)

12 (5.4)

P2381-4

11»2 (38.1)

17 (7.7)

11»2 (38.1)

13 (5.9)

13»4 (44.5)

18 (8.2)

14

14

5 16

P2379-3

Use With
P1000,
P1100,
P2000,
P3000

P2381-5

1

»2" - 13

14

P2380-1

1 (25.4)

13 (5.9)

P2381-6

2 (50.8)

19 (8.6)

P2380-2

11»4 (31.8)

13 (5.9)

P2381-7

21»4 (57.2)

20 (9.1)

11»2 (38.1)

13 (5.9)

P2382-2

11»4 (31.8)

18 (8.2)

1 » (44.5)

15 (6.8)

P2382-3

1 » (38.1)

20 (9.1)

P2380-4

14

» " - 16

38

"A" Stud
In (mm)

1 » (31.8)

P2380-3

Part
No.
HHCS025044EG
HHCS025075EG
HHCS025150EG
HHCS031125EG
HHCS037075EG
HHCS037087EG
HHCS037100EG
HHCS037125EG
HHCS037150EG
HHCS037200EG
HHCS037225EG
HHCS037250EG
HHCS050094EG
HHCS050119EG
HHCS050150EG
HHCS050175EG
HHCS050200EG
HHCS050225EG
HHCS050250EG

» " - 20

Thread

P2378-3
P2379-2
All Stud Nut grooves are serrated.

Electrical Fittings

"A" Stud
In (mm)

P2378-1
P2378-2

Concrete Inserts

Thread

EG

Wt/
100 pcs
Lbs (kg)
1.0 (0.5)
1.3 (0.6)
2.6 (1.2)
3.6 (1.6)
4.0 (1.8)
4.4 (2.0)
4.5 (2.0)
5.3 (2.4)
6.0 (2.7)
7.6 (3.4)
8.4 (3.8)
9.2 (4.2)
9.1 (4.1)
10.2 (4.6)
11.6 (5.3)
13.1 (5.9)
14.6 (6.6)
16 (7.3)
17.5 (7.9)

» " - 16

38

34

HEX SLOTTED MACHINE SCREWS

Part No.
HSHS025050EG
HSHS025062EG
HSHS025075EG
HSHS031100EG
HSHS031125EG
HSHS031150EG
HSHS037125EG

Size
» " x 1» 2"
1
» 4" x 5» 8"
1» 4" x 3» 4"
5»16" x 1"
5
»16" x 11»4"
5»16" x 11»2"
3»8" x 11»4"
14

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Size
»4" x 1"
5»16" x 11»2"
3»8" x 11»2"
3
»8" x 2"
1»2" x 11»2"
1»2" x 2"
5»8" x 11»2"
5
»8" x 2"
1

12

FLAT HEAD MACHINE SCREWS

Wt/
100 pcs
Lbs (kg)
1.4 (0.6)
1.5 (0.7)
1.7 (0.8)
2.6 (1.2)
3.0 (1.4)
3.4 (1.5)
5.3 (2.4)

CONE POINT SET SCREWS

Part No.
HCSS025100EG
HCSS031150EG
HCSS037150EG
HCSS037200EG
HCSS050150EG
HCSS050200EG
HCSS062150EG
HCSS062200EG

» " - 11

58

Use With
P1000,
P1100,
P2000,
P3000

Part No.
HFMS025062EG
HFMS031100EG
HFMS050100EG

Size
» " x 5» 8"
5
»16" x 1"
1»2" x 1"
14

Wt/
100 pcs
Lbs (kg)
1.2 (0.5)
2.6 (1.2)
9.3 (4.2)

ROUND HEAD MACHINE SCREWS

Wt/
100 pcs
Lbs (kg)
2.8 (1.3)
3.9 (1.8)
4.5 (2.0)
6.1 (2.8)
8.5 (3.9)
11.4 (5.2)
14.5 (6.6)
23.0 (10.4)

Part No.
HRMS025050EG
HRMS025075EG
HRMS025100EG
HRMS031100EG
HRMS031125EG
HRMS037100EG
HRMS037125EG
HRMS037150EG

Size
» 4" x 1» 2"
1 » 4" x 3» 4"
1»4" x 1"
5
»16" x 1"
5»16" x 11»4"
3»8" x 1"
3»8" x 11»4"
3
»8" x 11»2"
1

Wt/
100 pcs
Lbs (kg)
1 (0.5)
1.2 (0.5)
1.5 (0.7)
2.6 (1.2)
3.0 (1.4)
4.1 (1.9)
4.7 (2.1)
5.3 (2.4)

15⁄8" Framing System

STEEL THREADED ROD

EG

Size
1» 4"
5»16"
3» 8"
1
» 2"
5» 8"
3» 4"
7
» 8"
1"

Wt/100 pcs
Lbs(kg)
0.8 (0.4)
1.0 (0.5)
1.5 (0.7)
3.5 (1.6)
7.7 (3.5)
11.0 (5.0)
15.3 (6.9)
18.8 (8.5)

LOCK WASHERS

EG

Low Carbon Steel Grade 1006 - 1010
Fy = 36,000 psi minimum
Ft = 58,000 psi minimum

Size
1
»4" x 20
5»16" x 18
3»8" x 16
7
»16" x 14
1»2" x 13
5
»8" x 11
3
»4" x 10
7
» 8" x 9
1" x 8

Wt/100 Ft.
Lbs (kg)
13 (5.9)
20 (9.1)
30 (13.6)
30 (13.6)
53 (24.0)
84 (38.1)
124 (56.2)
170 (77.1)
223 (101.2)

Part No.
HLKW025EG
HLKW031EG
HLKW037EG
HLKW050EG
HLKW062EG
HLKW075EG
HLKW087EG
HLKW100EG

LOAD CARRYING CAPACITY OF THREADED HOT ROLLED STEEL
CONFORMING TO ASTM A575 AND A576
Threaded Rod Loads
for Piping Applications
EDVHGRQ06663
Nominal
Dia.
3» 8
1» 2
5
»8
3» 4
7» 8
1

Root Area
In2 (mm2)
0.068 (43.9)
0.126 (81.3)
0.202 (130.3)
0.302 (194.8)
0.419 (270.3)
0.552 (356.1)

15⁄8" Framing System

Max. Safe Load
DWƒ)ƒ&
Lbs (kN)
730 (3.25)
1,350 (6.01)
2,160 (9.61)
3,230 (14.37)
4,480 (19.93)
5,900 (26.24)

Size
1
» 4"
5»16"
3» 8"
1
» 2"
5» 8"
3
» 4"
7
» 8"
1"

Wt/100 pcs
Lbs (kg)
0.25 (0.1)
0.41 (0.2)
0.63 (0.3)
1.32 (0.60)
2.20 (1.0)
3.80 (1.7)
6.00 (2.7)
8.80 (4.0)

Electrical Fittings

Standard Length 12’ (3.7m)

Part No.
HTHR025
HTHR031
HTHR037
HTHR044
HTHR050
HTHR062
HTHR075
HTHR087
HTHR100

STEEL COUPLER NUTS

Threaded Rod Loads
for Structural Applications
(Based on AISC, Steel Construction Manual,
ASD, 14th Edition. Per AISC, Allowed
Tensile Stress = 0.33 * Fu
Nominal
Dia.
1» 4
3
»8
7»16
1» 2
5» 8
3
»4
7» 8
1

Nominal Area
In2 (mm2)
0.049 (31.6)
0.110 (71.0)
0.150 (96.8)
0.196 (126.5)
0.307 (198.2)
0.442 (285.4)
0.601 (388.0)
0.785 (506.8)

Allowed
Tension Load
Lbs (kN)
930 (4.14)
2,110 (9.39)
2,870 (12.77)
3,750 (16.68)
5,870 (26.11)
8,450 (37.59)
11,500 (51.15)
15,030 (66.86)

Part
Number
HRCN025
HRCN031
HRCN037
HRCN044
HRCN050
HRCN062
HRCN075
HRCN087
HRCN100

Size
» " - 20
5»16" - 18
3
»8" - 16
7»16" - 14
1»2" - 13
5»8" - 11
3»4" - 10
7
» 8" - 9
1" - 8
14

Telestrut

Part No.
HFLW025EG
HFLW031EG
HFLW037EG
HFLW050EG
HFLW062EG
HFLW075EG
HFLW087EG
HFLW100EG

Nuts & Hardware

Wt/100 pcs
Lbs(kg)
0.6 (0.3)
1.2 (0.5)
1.6 (0.7)
4.8 (2.2)
7.3 (3.3)
11.9 (5.4)
19.0 (8.6)
28.3 (12.8)

General Fittings

Size
1»4"
5»16"
3»8"
1
» 2"
5»8"
3»4"
7
» 8"
1"

EG

Pipe/Conduit Supports

Part No.
HHXN025EG
HHXN031EG
HHXN037EG
HHXN050EG
HHXN062EG
HHXN075EG
HHXN087EG
HHXN100EG

FLAT WASHERS

Length
,QPP
7»8" (22.2)
13»4" (44.5)
13»4" (44.5)
13»4" (44.5)
13»4" (44.5)
21»8" (54.0)
21»4" (57.2)
21»2" (63.5)
23»4" (69.9)

Wt/100
pcs
/EVNJ
1.9 (0.9)
7.5 (3.4)
9.0 (4.1)
10.4 (4.7)
10.0 (4.5)
18.0 (8.2)
28.0 (12.7)
55.0 (24.9)
73.0 (33.1)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

75

Concrete Inserts

Wt/100 pcs
Lbs (kg)
0.9 (0.4)
1.6 (0.7)
2.7 (1.2)
5.8 (2.6)
10.7 (4.9)
15.4 (6.9)
24.9 (11.3)
36.3 (16.5)

Size
1» 4"
5»16"
3» 8"
1
» 2"
5» 8"
3» 4"
7
» 8"
1"

EG

Solar

Part No.
HSQN025EG
HSQN031EG
HSQN037EG
HSQN050EG
HSQN062EG
HSQN075EG
HSQN087EG
HSQN100EG

HEXAGON NUTS

Unipier®

SQUARE NUTS

1 5¼8" Channel

Hardware

SLOT ADAPTER™

Part No.
HOCW025
HOCW037

Bolt
Size
1
»4" (6.4)
3»8" (9.5)

KWIK WASHER™

EG

Wt/100 pcs
/EVNJ
1 (0.5)
1.5 (0.7)

P2486 SEISMIC ROD STIFFENER

1
2

EG

P2486

General Fittings

Nuts & Hardware

EG

Overhead installation with one hand.
Available in zinc plated and hot dip galvanized

Telestrut

1 5¼8" Channel

Hardware

Threaded Rod

3

⁄ 8 " - 5⁄ 8"

Load
Lbs (kN)
250 (1.11)
610 (2.71)
1,130 (5.03)

Size
In (mm)
1»4" (6.4)
3»8" (9.5)
1»2" (12.7)

Part No.
K1062
K1063
K1064

Wt/100 pcs
Lbs (kg)
1.2 (0.5)
2.6 (1.2)
9.3 (4.2)

P2485 CRADLE CLIP

EG
P2485
Cradle Clip

P1000 Rod
Stiffener

1 1⁄ 4 "

P1000T
Threaded Rod
⁄ 8" - 5⁄ 8"

(31.8)

Wt/100 pcs: 16 Lbs (7.3 kg)

P3008 Nut
⁄8" x 1" Hex Head
Cap Screw

Cradle clip only, order
other items seperately.

P2485K

3

SEISMIC CRADLE CLIP ASSEMBLY

3/8"x1" HHCS

Electrical Fittings

Pipe/Conduit Supports

3

P1000T
Channel
Stiffener

Cradle
Clip

P3008 Nut

P1000 Channel
Lateral Brace
P1000 Channel
Transverse Brace

L

L

P1000T
(8" Shorter than Rod)

All-Thread Rod

P1546

P2485 Cradle Clip

Wt/100 pcs: 3.0 Lbs (1.4 kg)

Unipier®

Solar

Concrete Inserts

P2485 & P2486 – SPACING CHART

5RG6WLIIHQHU&OLS6SDFLQJ/

Rod Size
In (mm)
3
»8
9.5
1» 2
12.7
5» 8
15.9

76

Root
Area
In2 (mm2)
0.068
49.5
0.126
72.4
0.202
138.3

Radius of
Gyration
In (mm)
0.074
1.99
0.100
2.40
0.127
3.32

Design
Load
Lbs (kN)
730
3.25
1,350
6.01
2,160
9.61

Rod Stress
@100%
10,700 PSI
In (mm)
9
228.6
12
304.8
15
381.0

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Rod Stress
@75%
8,025 PSI
In (mm)
11
279.4
14
355.6
18
457.2

Rod Stress
@50%
5,350 PSI
In (mm)
13
330.2
17
431.8
22
558.8

Rod Stress
@35%
3,745 PSI
In (mm)
15
381.0
21
533.4
26
660.4

Notes:
1. Minimum Tensile Stress is 50,000 psi
(345MPa)
2. Working Stress is 10,700 psi (73.9 MPa) –
Same as for Tension
3. Compression Will Only Occur During a
Seismic Event
4. Compression Requires the Use of Rod
Stiffeners
5. KL/r = 200 When Rod Stress is at 35%
Refer to seismic bracing systems
catalog for more detailed information.

15⁄8" Framing System

GENERAL FITTINGS

GENERAL FITTINGS
Flat Plate Fittings ...............................................................81 - 82

Ninety Degree Fittings.......................................................82 - 85
Angular Fittings ........................................................................ 85
“Z” Shape Fittings ..................................................................... 86
“U” Shape Fittings .............................................................87 - 88
Wing Shape Fittings ..........................................................88 - 90
Post Bases .................................................................................. 90
Brackets ..............................................................................90 - 93
Brace Fittings ............................................................................. 94
Beam Clamps ....................................................................95 - 101
Trolleys ..................................................................................... 102
Special Application Fittings ...........................................103 - 104
Seismic Retrofit Fittings.................................................104 - 106

MATERIAL
Fittings, unless noted, are made from hot-rolled, pickled
and oiled steel plates, strip or coil, and conform to ASTM
specifications A575, A576, A635, or A36. The fitting steel
also meets the physical requirements of ASTM A1011 SS
GR 33. The pickling of the steel produces a smooth surface
free from scale.
Many fittings are also available in stainless steel, aluminum
and fiberglass. Consult factory for ordering information.

FINISHES
Fittings are available in:
Green Powder Coat (GR), conforming to
commercial standards for Powder Coating
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1;
Hot-dipped galvanized (HG), conforming to
ASTM A123 or A153 and
Plain (PL).

DESIGN BOLT TORQUE
BOLT SIZE

1

Rec. Torque
)W/EV1‡P
Max Torque
)W/EV1‡P

»4"-20
6
(8)
7
(9)

5

»16"-18
11
(15)
15
(20)

3

»8"-16
19
(26)
25
(34)

1

»2"-13
50
(68)
70
(95)

5

»8"-11
100
(136)
125
(170)

3

»4"-10
125
(170)
135
(183)

»8"-11

3

SET SCREW TORQUE
BOLT SIZE
Set Screw
Torque
,Q/EV1‡P

1

»4"-20
40
(4)

5

»16"-18
60
(7)

3

»8"-16
125
(14)

1

»2"-13

5

250
(28)

400
(44.5)

»4"-10
665
(75)

Note: Caution should be taken not to overtighten the set screw

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric
dimensions are shown in parenthesis or as noted. Unless
noted, all metric dimensions are in millimeters and
rounded to one decimal place.

APPLICATION

DESIGN LOAD

All parts drawings illustrate only one application of each
fitting. In most cases many other applications are possible.
The channels shown in the illustrations are P1000, 15⁄8"
square, except where noted otherwise.

Design load data, where shown, is based on the ultimate
strength of the connection with a safety factor of 2.5,
unless otherwise noted.

All 9⁄16" diameter holes use 1⁄2" x 15⁄16" hex head cap screws
and 1⁄2" nuts – P1010, P3010, P4010 or P5510 – depending
on the channel used. Nuts and bolts are not included with
the fitting and must be ordered separately.

BEAM CLAMPS
Clamps are designed to be used with W, M, S and HP Shape
beams, Standard C and Miscellaneous MC Channels, Angles
and Structural Tees. Clamps must be used in pairs mounted
in opposite directions where indicated. For beam clamps
with HG finish, standard hardware is EG finish. For optional
stainless steel hardware, please contact the factory for
availability.
77

1 5¼8" Channel

General Fittings Pictorial Index
Flat Plate Fittings

Telestrut

P1062-Pg 81 P1959-Pg 81 P2862-Pg 81 P1065-Pg 81 P1924-Pg 81 P2325-Pg 81 P2324-Pg 81 P1066-Pg 81 P1925-Pg 81 P1067-Pg 81 P2079-Pg 81 P1941-Pg 81 P1036-Pg 81

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

P1380 A-Pg 81

Electrical Fittings

P1380-Pg 81

P1873-Pg 82

P1031-Pg 82

P1028-Pg 82

P1356-Pg 82

P1358-Pg 82

P1726-Pg 82

P1953-Pg 82

P1950-Pg 82

P1962-Pg 82

Angle Fittings

P2626-Pg 82 P1026-Pg 82 P1723-Pg 82 P1068-Pg 82 P1281-Pg 82 P1315-Pg 82 P1458-Pg 82 P1538A-Pg 83 P1750-Pg 83 P1498-Pg 83 P1747-Pg 83 P1326-Pg 83 P1821-Pg 83

P1346-Pg 83

P1325-Pg 83

P1822-Pg 83

P1823-Pg 83

P1033-Pg 83

P1037-Pg 83

P1357-Pg 84

P1359-Pg 84

P1381-Pg 84

P1382- Pg 84

P1934-Pg 84

P1713-Pg 84

P1038- Pg 83

P1579-Pg 84

P1034-Pg 83

P1727-Pg 84

P1029-Pg 84

P1728-Pg 84

P1035-Pg 84

P2235-Pg 84

P1290-Pg 84

P1291-Pg 84

P1956-Pg 84

P1957-Pg 84

P1347-Pg 86

P1453-Pg 86

P1454-Pg 86

P3045-Pg 86 P3345, P612-Pg 86 P4045-Pg 86

P5545-Pg 86

P2469-Pg 86

"Z" Shape Fittings

P2484-Pg 85

P1479A-Pg 86

P2484W-Pg 85

P1730-Pg 86

P1130-Pg 85

P1546-Pg 85

P1734-Pg 86

P1736-Pg 86

P2101-Pg 85

P2360-Pg 86

P1186-Pg 85

P5560-Pg 86

P2260-Pg 85

P1045-Pg 86

P2800-Pg 87

P1320-Pg 87

P1363A-Pg 87

P1376-Pg 87

P4376-Pg 87

P1376A-Pg 87 P4376A-Pg 87 P1377-Pg 87 P1047-Pg 87 P3047, P976-Pg 87 P4047-Pg 87

P1455-Pg 87

Solar

"U" Shape Fittings

P5547-Pg 87

P1383-Pg 88

P1732-Pg 88

P2237-Pg 88

P5543-Pg 88

P1048-Pg 88

P1973-Pg 88

Unipier®

Concrete Inserts

P1334-Pg 81

P2326-Pg 88

P2328-Pg 88

P2329-Pg 88

78

P1043A-Pg 88

P1737-Pg 88

P2473-Pg 88

P4043-Pg 88

P1044-Pg 88

15⁄8" Framing System

Wing Shape Fittings

P2228-Pg 89

P2229-Pg 89

P2345-Pg 89

P2453-Pg 90

P2941-Pg 90

P2072-Pg 90

P1075-Pg 91

P1593-Pg 91

P2491-Pg 91

Telestrut

P2227-Pg 89
Post Bases

P2346-Pg 89

P2347-Pg 89

P2344-Pg 89

P2226-Pg 89

P2230-Pg 89

P2245-Pg 89

P1887-Pg 90

P2348-Pg 90

Brackets and Brace Fittings

P2072A-Pg 90

P2494-Pg 92

P2073-Pg 90

P2073A-Pg 90

P2500-Pg 92

P1769-Pg 90

P2547-Pg 91

P1771-Pg 90

P2944-Pg 92

P1773-Pg 91

P2542-Pg 92

P1775-Pg 91

P2231-Pg 93

P1777-Pg 91

P2233-Pg 93

P2513-Pg 93

P2231A-Pg 93

P2233A-Pg 93

Beam Clamps

P2513A-Pg 93

P2899-Pg 96

P2452-Pg 94

P2676-Pg 96

P2785-Pg 98

P2786-Pg 98

P2894-Pg 99

P2895-Pg 99

P2458-Pg 94

P1640-Pg 97

P2787-Pg 98

P2896-Pg 99

P2459-Pg 94

P2682-Pg 96

P2815-Pg 94

P2677-Pg 96

P2815D-Pg 94

P2674-Pg 97

P2897-Pg 95

P2784-Pg 95

PFL2-Pg 95

P2675-Pg 95

P2898-Pg 96

P2679-Pg 96 P1648S-Pg 97 P2398S-Pg 97 P1654A-Pg 97 P1271S-Pg 98 P1796S-Pg 98

P2824-Pg 98

P2867-Pg 98

P2867A-Pg 98

P1386-Pg 100

P1379S-Pg 100

P1272S-Pg 100

P2867B-Pg 98

P3087-Pg 100

P2868-Pg 99

P3088-Pg 100

P2868A-Pg 99

PLLC025-Pg 100

P2868B-Pg 99

P2893-Pg 99

PFL037-Pg 101 PLF3037-Pg 101

Special Applications Fittings

Trolley Assemblies

PLF9037-Pg 101 P2749-Pg 102 P2750-Pg 102 P2751-Pg 102 P2949-Pg 102 P2950-Pg 102 P1834-Pg 102 P1834A-Pg 102 P1843-Pg 104 P1354A-Pg 104 P1354-Pg 104 P1201-Pg 103

Seismic Retrofit Fittings

P2354-Pg 103 P1204-Pg 103 P2655-Pg 103 P1944-Pg 103 P2470-Pg 103 P2454-Pg 103 SPF 100-Pg 104 SPF 200-Pg 104 SPF 300-Pg 105 SPF 400-Pg 105 LS 410-Pg 106 LS500-Pg 106

15⁄8" Framing System

79

Nuts & Hardware

P2225-Pg 89

General Fittings

P2224-Pg 89

Pipe/Conduit Supports

P2223-Pg 89

Electrical Fittings

P2343-Pg 89

Concrete Inserts

P2472-Pg 89

Solar

P2341-Pg 89

Unipier®

P1046A-Pg 88

1 5¼8" Channel

General Fittings Pictorial Index

Design Load Data
1 5¼8" Channel

DESIGN LOAD DATA FOR TYPICAL UNISTRUT CHANNEL CONNECTIONS
90° Fittings (When used in position shown)
Channel Thickness
Load – P1026

Nuts & Hardware

Telestrut

LOAD

Lbs
kN

12 ga.
1,500
6.67

Lbs
kN

12 ga.
1,000
4.45

14 ga.
1,000
4.45

16 ga.
750
3.34

Channel Thickness
Load – P2484

LOAD

Lbs
kN

12 ga.
3,000
13.34

Lbs
kN

12 ga.
500
2.22

Lbs
kN

12 ga.
500
2.22

Lbs
kN

12 ga.
1,200
5.34

Lbs
kN

12 ga.
1,000
4.45

Channel Thickness
Load – P1026

General Fittings

LOAD

14 ga.
650
2.89

16 ga.
500
2.22

Pipe/Conduit Supports

LOAD

12 ga.

14 ga.

16 ga.

Lbs
kN

2,000
8.90

2,000
8.90

1,500
6.67

Lbs
kN

12 ga.
1,500
6.67

LOAD

Electrical Fittings

LOAD

14 ga.
1,000
4.45

16 ga.
1,000
4.45

14 ga.
500
2.22

16 ga.
500
2.22

Channel Thickness
Load – P1326

LOAD

Channel Thickness
Load – P1458, P1579

16 ga.
1,500
6.67

Channel Thickness
Load – P1068

Channel Thickness
Load – P1325, P2235

14 ga.
2,000
8.90

14 ga.
500
2.22

16 ga.
500
2.22

Channel Thickness
Load – P1346

14 ga.
1,200
5.34

16 ga.
1,000
4.45

Concrete Inserts

LOAD

Channel Thickness

Channel Thickness
Load – P1346

14 ga.
1,500
6.67

16 ga.
900
4.00

Load – P1065

LOAD

14 ga.
800
3.56

16 ga.
600
2.67

Unipier®

Solar

LOAD

Lbs
kN

12 ga.
2,000
8.90

Note:
(1) Both ends of beams supported.
(2) Load data is based on P1010 nut and 1»2" bolt.
(3) Safety factor = 21»2 based on ultimate strength of connection.

80

15⁄8" Framing System

P2862, 2863,
2864

P1065

EG, GR, HG

EG, GR, HG

1 5⁄8" (41.3)

Hole Wt/100 pcs
Size /EVNJ
11»32"
18 (8.2)
7
»16"
18 (8.2)
9»16"
17 (7.7)
11»16"
16 (7.3)
13»16"
15 (6.8)
15»16"
14 (6.4)

(38.1)

(34.9)

(41.3)

31⁄2"
(88.9)

Tapped Hole

Part
Number
P1959
P1960
P1961

U.S. Std.
Thd Size
3»8" - 16
1
»2" - 13
5»8" - 11

Wt/100 pcs
Lbs (kg)
21 (9.5)
20 (9.1)
19 (8.6)

Part
Number
P2862
P2863
P2864

Bolt
Size
5»16"
3
» 8"
1»2"

Hole Wt/100 pcs
Size
Lbs (kg)
11»32"
18 (8.2)
7
»16"
18 (8.2)
9»16"
17 (7.7)

Material: 3»8" (9.5 mm) thick

P1924

EG, GR, HG

P2325

Telestrut

Bolt
Size
5»16"
3
» 8"
1» 2 "
5» 8 "
3» 4 "
7» 8 "

1 3⁄8"

Wt/100 pcs: 38 Lbs (17.2 kg)

EG, GR, HG

P2324

EG, GR, HG

P1066

EG, GR, HG

General Fittings

Part
No.
P1062
P1063
P1064
P1964
P2471
P2490

1 5⁄ 8"

1 1⁄2"

5 3⁄8"
5

1 ⁄ 8"

5 ⁄4"

3 1⁄4"

(41.3)

(133.4)

(82.6)

Wt/100 pcs: 35 Lbs (15.9 kg)

P1925

EG, GR, HG

(136.5)

1

7 1⁄8"
(181.0)

3 5⁄8"

3 5⁄8"

(92.1)

(92.1)

Wt/100 pcs: 55 Lbs (24.9 kg)

P1067

EG, GR, HG

Wt/100 pcs: 75 Lbs (34.0 kg)

P2079

EG, GR, HG

Wt/100 pcs: 56 Lbs (25.4 kg)

P1941

EG, GR, HG

7

4 ⁄8"

(123.8)

3 1⁄2"

(88.9)

7 1⁄4"

3 1⁄4"
(82.6)

(231.8)

(41.3)

Electrical Fittings

(184.2)

9 1⁄8"

1 5⁄8"

1 5⁄8"
(41.3)

1 5⁄8"
(41.3)

Wt/100 pcs: 50 Lbs (22.7 kg)

P1036

EG, GR, HG

Nuts & Hardware

EG, GR, HG

Pipe/Conduit Supports

P1959, P1960,
P1961

Wt/100 pcs: 78 Lbs (35.4 kg)

P1380 A

EG, GR, HG

3 1⁄2"

5 3⁄8"

(88.9)

(136.5)

P1334

EG, GR, HG

Wt/100 pcs: 94 Lbs (42.6 kg)

P1380

3 1⁄2"

(88.9)

EG, GR, HG
5 3⁄8"

(88.9)

3 1⁄2"

3 1⁄2"

(136.5)

3 1⁄2"

3 1⁄2"

(88.9)

(88.9)

Solar

(88.9)

Wt/100 pcs: 73 Lbs (33.1 kg)

Concrete Inserts

P1062, P1063, P1064,P1964,
EG, GR, HG
P2471, P2490

1 5¼8" Channel

Flat Plate Fittings

Wt/100 pcs: 80 Lbs (36.3 kg)

Wt/100 pcs: 70 Lbs (31.8 kg)

Wt/100 pcs: 105 Lbs (47.6 kg)

Unipier®

Wt/100 pcs: 58 Lbs (26.3 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

81

1 5¼8" Channel

Flat Plate & Ninety Degree Angle Fittings
P1873

EG, GR, HG

P1031

EG, GR, HG

5 3⁄8"

P1028

P1356

EG, GR, HG

5 3⁄8"

5 3⁄8"

(136.5)

EG, GR, HG

(136.5)

(136.5)

3 1⁄2"

3

5 ⁄8"
(136.5)

(88.9)

5 3⁄8"

3 1⁄2"

(136.5)

Nuts & Hardware

Telestrut

(88.9)

3 1⁄2"
(88.9)

Wt/100 pcs: 150 Lbs (68.0 kg)

P1358

EG, GR, HG

Wt/100 pcs: 80 Lbs (36.3 kg)

P1726

EG, GR, HG

General Fittings
Pipe/Conduit Supports

P1953

Wt/100 pcs: 70 Lbs (31.8 kg)

EG, GR, HG

P1950

EG, GR, HG

9 1⁄8"

5 3⁄8"

9 1⁄ 8"

(231.8)

5 3⁄8"

(136.5)

(231.8)

(136.5)

3 1⁄2"
(88.9)

3 1⁄2"

5 3⁄8"

(88.9)

P1962

5 3⁄ 8"

(136.5)

Wt/100 pcs: 105 Lbs (47.6 kg)

EG, GR, HG

(136.5)

Wt/100 pcs: 148 Lbs (67.1 kg)

P2626

EG, GR, HG

Wt/100 pcs: 176 Lbs (79.8 kg)

P1026

EG, GR, HG

Wt/100 pcs: 240 Lbs (108.9 kg)

P1723

EG, GR, HG
1 5 ⁄ 8"

4 1⁄ 2 "
(114.3)

(41.3)

2"

27⁄8"
(73.0)

(50.8)
1

2 ⁄8"
15⁄8"
(41.3)

1 7⁄ 8"
7

1 ⁄8"

(54.0)

(47.6)

Tapped
5
⁄16"-18 Thd.

(47.6)

2 1⁄8"
(54.0)

1 5 ⁄ 8"

(41.3)

Wt/100 pcs: 112 Lbs (50.8 kg)

P1068

Concrete Inserts

Electrical Fittings

Wt/100 pcs: 105 Lbs (47.6 kg)

EG, GR, HG

Wt/100 pcs: 40 Lbs (18.1 kg)

P1281, P1282,
P1283

Wt/100 pcs: 38 Lbs (17.2 kg)

P1315

EG, GR, HG

1 7⁄ 8"
(47.6)

1"
⁄2" - 13 Stud

Part No.
P1281

Solar

3 1⁄ 2"
(88.9)

1

2 1⁄4"
(57.2)

P1282

Unipier®

EG, GR, HG

(25.4)

(41.3)

Wt/100 pcs: 38 Lbs (17.2 kg)

P1458

EG, GR, HG
A

1 5⁄8"

Wt/100 pcs: 34 Lbs (15.4 kg)

P1283

“A”
In (mm)
3
76.2
31/2
88.9
4
101.6

Wt/100 pcs
Lbs (kg)
49
22.2
54
24.5
61
27.7

2 1⁄ 4"

1 7⁄8"

1 7⁄8"

(47.6)

(47.6)

Wt/100 pcs: 45 Lbs (20.4 kg)

(57.2)

Wt/100 pcs: 58 Lbs (26.3 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

82

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

P1538C

1 7⁄8"
(47.6)

P1538D

P1750

EG, GR, HG

1 5⁄ 8 "
(41.3)

P1747

EG, GR, HG

2 5⁄8"

(66.7)

(98.4)

1 1⁄ 2"

1 1⁄ 2"

(38.1)

(38.1)

B

Wt/100 pcs
Lbs (kg)
65
29.5
85
38.6

1 7⁄ 8"
(47.6)

P1326

2 5⁄ 8"

3 7⁄ 8"

(66.7)

2 1⁄ 2"
(63.5)

“B”
In (mm)
2 1» 2
63.5
41»2
114.3

EG, GR, HG

P1821

EG, GR, HG
2"

1 5⁄ 8"

(50.8)

(41.3)

4 1⁄16"
(103.2)

1 3⁄ 8"
(34.9)

1 5⁄ 8"

1 5⁄16"

1 5⁄16"

(41.3)

(33.3)

(33.3)

4 7⁄ 8"
(123.8)

Wt/100 pcs: 38 Lbs (17.2 kg)

P1346

EG, GR, HG

Wt/100 pcs: 66 Lbs (29.9 kg)

P1325

EG, GR, HG

Wt/100 pcs: 58 Lbs (26.3 kg)

P1822

Wt/100 pcs: 71 Lbs (32.2 kg)

EG, GR, HG

3 1⁄ 2"

1 7 ⁄ 8"

(88.9)

(47.6)

3 1⁄ 4"

1 7⁄ 8 "

(82.6)

(47.6)

4 1⁄ 8"

3 7 ⁄ 8"

1 5⁄ 8"

(104.8)

(98.4)

1 7⁄16"

(41.3)

P1823

EG, GR, HG

3 1⁄ 4"

1 7⁄8"

(82.6)

(47.6)

2"

1 5⁄ 8"

(50.8)

(41.3)

2"

(36.5)

(50.8)

Wt/100 pcs: 58 Lbs (26.3 kg)

P1033

EG, GR, HG

Wt/100 pcs: 78 Lbs (35.4 kg)

P1037

EG, GR, HG

Wt/100 pcs: 55 Lbs (24.9 kg)

P1038

EG, GR, HG

Wt/100 pcs: 55 Lbs (24.9 kg)

P1034

EG, GR, HG

1

Concrete Inserts

3 ⁄ 2"
(88.9)

2"
(50.8)

5 3⁄ 8"
(136.5)

2"
(50.8)

(88.9)

Wt/100 pcs: 80 Lbs (36.3 kg)

Wt/100 pcs: 58 Lbs (26.3 kg)

2"
(50.8)

3 1⁄ 2"

3 1⁄ 2"

(88.9)

Wt/100 pcs: 58 Lbs (26.3 kg)

2"
(50.8)

(88.9)

Wt/100 pcs: 80 Lbs (36.3 kg)

Unipier®

3 1⁄ 2"

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

Telestrut

P1538B

A

Part
“A”
Number In (mm)
47»8
P1498
123.8
67»8
P1499
174.6

Nuts & Hardware

P1538A

Wt/100 pcs
Lbs (kg)
61
27.7
84
38.1
107
48.5
130
59.0

General Fittings

A

“A”
In (mm)
37»8
98.4
57»8
149.2
77»8
200.0
97»8
250.8

EG, GR, HG

Pipe/Conduit Supports

Part
Number

P1498, P1499

Electrical Fittings

EG, GR, HG

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Solar

P1538A THRU P1538D

1 5¼8" Channel

Ninety Degree Angle Fittings

83

P1029

EG, GR, HG

Nuts & Hardware
General Fittings

EG, GR, HG

2"

EG, GR, HG

P1291

EG, GR, HG

1 7⁄8"

1 7⁄8"

(88.9)

(47.6)

(47.6)

3 7⁄8"

(88.9)

3 7⁄8"

(98.4)

(98.4)

3 1⁄2"

5 3⁄ 8"

(136.5)

3 1⁄2"

(88.9)

2"

(88.9)

3 1⁄2"

(50.8)

(88.9)

Wt/100 pcs: 105 Lbs (47.6 kg)

P1357

EG, GR, HG

Wt/100 pcs: 80 Lbs (36.3 kg)

P1359

EG, GR, HG

1 5⁄ 8"
(88.9)

P1381

Wt/100 pcs: 101 Lbs (45.8 kg)

EG, GR, HG

5

1 ⁄ 8"

(88.9)

3 1⁄2"

(41.3)

Wt/100 pcs: 101 Lbs (45.8 kg)

3 1⁄2"

(41.3)

(41.3)

P1382

EG, GR, HG

4 1⁄ 8"

4 1⁄ 8"

(104.8)

(104.8)

4 ⁄8"

(36.5)

(36.5)

(104.8)

1 5⁄ 8"
(41.3)

1 7⁄16"

1 7⁄16"

1

2 1⁄ 4"

3 1⁄ 2"

(57.2)

3 1⁄2"

(88.9)

Wt/100 pcs: 70 Lbs (31.8 kg)

P1934

Wt/100 pcs: 105 Lbs (47.6 kg)

P1713

(88.9)

Wt/100 pcs: 105 Lbs (47.6 kg)

Wt/100 pcs: 105 Lbs (47.6 kg)

P1579

P1727

3 1⁄ 4 "
(82.6)

1 7⁄8"

1 5⁄ 8"

(88.9)

(57.2)

3 ⁄ 2"

(57.2)

3 1⁄2"

2 1⁄ 4 "

1

2 1⁄4"

(41.3)

1

(30.2)

(12.7)

2 ⁄2"

5 3⁄ 8"

2 1⁄4"

(136.5)

(57.2)

3 1⁄2"

1 5⁄ 8 "

(88.9)

(41.3)

Wt/100 pcs: 75 Lbs (34.0 kg)

P1728

Concrete Inserts

1 3⁄16"

(88.9)

⁄ 2"

⁄ 2"

(12.7) (63.5)

Wt/100 pcs: 97 Lbs (44.0 kg)

P2235

1 5⁄ 8"

5 3⁄ 8"

(41.3)

(136.5)

4 1⁄ 8"
(104.8)

3 1⁄ 2"

(88.9)

3 7⁄8"
(98.4)

(47.6)

1
1

Electrical Fittings

P1290

3 1⁄2"

(50.8)

1 5 ⁄ 8"

Pipe/Conduit Supports

P1035

3 1⁄ 2"

Telestrut

1 5¼8" Channel

Ninety Degree Angle Fittings

1 ⁄16"

Wt/100 pcs: 154 Lbs (69.9 kg)

P1956

3 1⁄2"

3 1⁄ 2"

P1957

5 3⁄ 8"

(88.9)

(88.9)

1 7⁄16"

(36.5)

Continuous
Weld

13

13

(20.6)

(20.6)

(36.5)

4 1⁄8"

⁄16"

1 7⁄16"

(36.5)

4 1⁄8"

(104.8)

Continuous
Weld

Unipier®

Solar

(104.8)

3 1⁄2"

(88.9)

(136.5)

⁄16"

(88.9)

(104.8)

EG, GR, HG

5 3⁄ 8"

(136.5)

3 1⁄2"

4 1⁄8"
7

Wt/100 pcs: 103 Lbs (46.7 kg)

Wt/100 pcs: 154 Lbs (69.9 kg)

Wt/100 pcs: 135 Lbs (61.2 kg)

Wt/100 pcs: 230 Lbs (104.3 kg)

Wt/100 pcs: 230 Lbs (104.3 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

84

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

(39.7)

4"

3 3 ⁄ 4"

(101.6)

(101.6)
7

7

⁄ 8"

1 7⁄ 8"
(47.6)

Continuous
Weld

Wt/100 pcs: 134 Lbs (60.8 kg)

P1546, P2094

EG, GR, HG
Part
No.

1 1⁄16"
(27.0)

P2094
P2095

1

1 ⁄16"
(27.0)

A

B A

1 1⁄ 2"

P2096

B

P2097

C

P2098
P1546
P2099
P2100

(38.1)

“A”
Degree (rad)
821»2°
1.44
75°
1.31
671»2°
1.18
60°
1.05
521»2°
0.92
45°
0.79
371»2°
0.65
371»2°
0.65

“B”
In (mm)
39»16
90.5
39»16
90.5
31» 2
88.9
33»8
85.7
31» 4
82.6
3
76.2
31» 2
88.9
211»16
68.3

“C”
In (mm)
111»16
42.9
111»16
42.9
13»4
44.5
17»8
47.6
21»16
52.4
25»16
58.7
113»16
46.0
25»8
66.7

P2101

THRU

P2104

1 1⁄16"
(27.0)

A

B
A

2 1⁄ 2"
(63.5)

P2102

B

P2103

2 1⁄16"

1 1⁄16"

P2101

(52.4)

(27.0)

P2104

“A”
Degree (rad)
30°
0.52
221»2°
0.39
15°
0.26
71»2°
0.13

“B”
In (mm)
3 1» 4
82.6
35»16
84.1
35»16
84.1
35»16
84.1

Wt/100 pcs: 58 Lbs (26.3 kg)

P2110

THRU

EG, GR, HG

Part
No.

Wt/100 pcs: 58 Lbs (26.3 kg)

P1186, P2105

“B”
Wt/100 pcs
In (mm)
Lbs (kg)
4
190
101.6
86.2
6
242
152.4
109.8

Wt/100 pcs: 134 Lbs (60.8 kg)

P2100

THRU

1 1⁄ 2"

(38.1)

⁄ 8"

(22.2)

(22.2)

Part
“A”
Number In (mm)
65»8
P1130
168.3
8 5» 8
P1131
219.1

(95.3)

EG, GR, HG
Part
“A”
Number Degree (rad)
821»2°
P2105
1.44
75°
P2106
1.31
671»2°
P2107
1.18
60°
P2108
1.05
521»2°
P2109
0.92
45°
P1186
0.79
371»2°
P2110
0.65

“B”
In (mm)
31»4
82.6
3 1» 4
82.6
33»16
81.0
33»16
81.0
31»8
79.4
3 1» 8
79.4
31»16
77.8

P2260 THRU P2270

EG, GR, HG
Part
Number
P2270
P2269

A
B
3 1⁄ 2"

(88.9)

P2268
P2267
P2266
P2265
P2264
P2263
P2262
P2261
P2260

Wt/100 pcs: 58 Lbs (26.3 kg)

“A”
Degree (rad)
821»2°
1.44
75°
1.31
671»2°
1.18
60°
1.05
521»2°
0.92
45°
0.79
371»2°
0.65
30°
0.52
221»2°
0.39
15°
0.26
7 1» 2°
0.13

“B”
In (mm)
35»8
92.1
3 5» 8
92.1
35»8
92.1
311»16
93.7
311»16
93.7
311»16
93.7
311»16
93.7
311»16
93.7
33»4
95.3
3 3» 4
95.3
33»4
95.3

Wt/100 pcs: 78 Lbs (35.4 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Telestrut

(20.6) 1 9⁄16"
(39.7)

1 9⁄16" (20.6)

Nuts & Hardware

(101.6)

⁄16"

General Fittings

13

⁄16"

Unipier®

13

Pipe/Conduit Supports

EG, GR, HG

4"

4"
(101.6)

4"

P1130, P1131

Electrical Fittings

EG, GR, HG

Concrete Inserts

P2484W

EG, GR, HG

Solar

P2484

1 5¼8" Channel

Ninety Degree Angle & Angular Fittings

85

P1045

EG, GR, HG

P1347

EG, GR, HG

P1453

EG, GR, HG

P1454

EG, GR, HG

P1001
P5000

Splice

1

(41.3)

1 1⁄16"

2 1⁄8"

(27.0)

3 1⁄4"

1 5⁄ 8"

1 5⁄ 8"

(54.0)

(82.6)

(41.3)

(41.3)

3 15 32"

1 7⁄8"

(88.1)

Nuts & Hardware

(47.6)

Wt/100 pcs: 55 Lbs (24.9 kg)

P1479A

THRU

Wt/100 pcs: 55 Lbs (24.9 kg)

P1479E

P1730

1 5 ⁄ 8" 1 5 ⁄ 8"

General Fittings
Pipe/Conduit Supports
Electrical Fittings

(41.3)

(41.3)

1 7⁄ 8"

P5560
13

⁄16"

Wt/100 pcs: 9 Lbs (4.1 kg)

P5500

⁄32" (7.1) Hole

1 7⁄8"
(47.6)

P612

(25.4)

1 1⁄16"
3 1» 2"

(88.9)

(95.3)

Wt/100 pcs: 47 Lbs (21.3 kg)

Wt/100 pcs: 53 Lbs (24.0 kg)

EG, GR, HG

3"

P4400

(27.0)

Note: material 1⁄8" (3.2) Thick

P4045

EG, GR, HG

1 3⁄ 8"
(34.9)

3 3⁄ 4"

Wt/100 pcs: 11 Lbs (5.0 kg)

EG, GR, HG

EG, GR, HG

P3000

9

1 7⁄8"
(47.6)

Wt/100 pcs: 70 Lbs (31.8 Kg)

Wt/100 pcs: 70 Lbs (31.8 kg)

⁄16"

⁄32" (7.1) Hole

P5545

EG, GR, HG

P2469

2 7⁄16"
7

P3300

P4000
P4100

⁄ 8"

(22.2)

1 1⁄16"

13

⁄16"

P5500

(20.6)

P1001A3 (shown)
or P5501

(61.9)

1 1⁄16"

(27.0)

1 1⁄16"

(27.0)

4 7⁄ 8"

(27.0)

3 ⁄ 4"

3 3⁄ 4"

Solar

(123.8)

3

(95.3)

(95.3)

3 3⁄ 4"

1 1⁄16"

(95.3)

Wt/100 pcs: 47 Lbs (21.3 kg)

Unipier®

3 1⁄2"
(88.9)

Tapped
5
⁄16" - 18 Thd.

(20.6)

Note: material 1⁄8" (3.2) Thick

P3345

1 ⁄ 8"
(47.6)

P3045

(20.6)

P1000
P1100
P2000

1 ⁄ 8"
(47.6)

(88.9)

7

Tapped
5
⁄16" - 18 Thd.

Wt/100 pcs: 54 Lbs (24.5 kg)

P2360

3 1⁄2"

7

(47.6)

“A”
Wt/100 pcs
In (mm)
Lbs (kg)
4 (101.6) 81 (36.7)
5 (127.0) 92 (41.7)
6 (152.4) 104 (47.2)
7 (177.8) 115 (52.2)
8 (203.2) 127 (57.6)

9

P1736
(41.3) (41.3)

1 5⁄ 8"

1 5⁄ 8"

13

Wt/100 pcs: 38 Lbs (17.2 kg)

P1734

1 5⁄ 8"
A

Concrete Inserts

Wt/100 pcs: 70 Lbs (31.8 kg)

(41.3)

Part
Number
P1479A
P1479B
P1479C
P1479D
P1479E

⁄ 4"

(6.4)
Offset

1 5⁄8"

Telestrut

1 5¼8" Channel

“Z” Shape Fittings

Wt/100 pcs: 47 Lbs (21.3 kg)

Wt/100 pcs: 67 Lbs (30.4 kg)

(27.0)

2 1⁄ 8"
(54.0)

Wt/100 pcs: 93 Lbs (42.2 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

86

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

“U” Shape Fittings

⁄32"

11 Ga.

P1376

EG, GR, HG

P4376

Part
Number
P1363A
P1363B

A

P1363C
P1363D
P1363E

EG, GR, HG

“A”
In (mm)
4
101.6
5
127.0
6
152.4
7
177.8
8
203.2

Wt/100 pcs
Lbs (kg)
78
35.4
89
40.4
101
45.8
112
50.8
124
56.2

P1376A

EG, GR, HG

1 5¼8" Channel

1 7⁄8"
(47.6)

P1320
1 7⁄8"
(47.6)

1

⁄2"-13 Thd.

3

3 1⁄2"

Wt/100 pcs: 63 Lbs (28.6 kg)

P4376A

EG, GR, HG

P3300
P4000
P4100

5 3⁄8"
3 1⁄2"

(19.1)

2 5⁄32"
(54.8)

P3300
P4000
P4100
(88.9)

⁄4"

(136.5)

(88.9)

5 3⁄8"
(136.5)

P1377, P4377, P5077, P5577

EG, GR, HG

Wt/100 pcs: 197 Lbs (89.4 kg)

P1047

EG, GR, HG

7 1⁄4"
(184.2)

P4047
5 13⁄16"

5 3⁄ 8"

1 3⁄8"

(136.5)

5

1 ⁄8"

1

(41.3)

1 21⁄32"

1"

(25.4)

Wt/100 pcs: 84 Lbs (38.1 kg)

P1455

EG, GR, HG

EG, GR, HG

5 3⁄ 8"

⁄4" (6.4) Plate

⁄16"

P3300
P4000
P4100

(136.5)

1

⁄4"

21

"

2 7⁄16"
(61.9)

32

(42.1)

(6.4)
Offset

(20.6)

P4400

P5547

1

13

(42.1)

"

(42.1)

1

1 21 32 "

32

(34.9)

P3000

(136.5)

P5500

5 5⁄16"
(134.9)

Wt/100 pcs: 71 Lbs (32.2 kg)

Wt/100 pcs: 71 Lbs (32.2 kg)

Wt/100 pcs: 58 Lbs (26.3 kg)

Wt/100 pcs: 108 Lbs (49.0 kg)

Unipier®

1 21 32 "

21

(42.1)

5 3⁄8"

(147.6)

(42.1)

EG, GR, HG

EG, GR, HG

(136.5)

Wt/100 pcs: 88 Lbs (39.9 kg)

P976

P3047
5 3⁄8"

For
Wt/100 pcs
"A"
Use With
LQPP /EVNJ
265
P1000, P1100, 1 9»16
P1377
39.7
P2000
120
176
P3300,
15»16
P4377
P4000,
23.8
80
P4100
3
390
3 »16
P5077
P5000
81.0
177
310
23»8
P5577
P5500
60.3
141

Part
Number

A

Wt/100 pcs: 130 Lbs (59.0 kg)

Concrete Inserts

Wt/100 pcs: 85 Lbs (38.6 kg)

Solar

Wt/100 pcs: 128 Lbs (58.1 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

Telestrut

15

(11.9)

P1363E

Nuts & Hardware

1 ⁄8"
(41.3)

Bolt Hole Wt/100
Part
pcs
Size Size
Number LQ LQ Lbs (kg)
1» 4"
9»32"
14
P2800-25
6.4
3
7
» 8"
»16"
14
P2800-37
6.4
1» 2"
9»16"
13
P2800-50
5.9
5» 8"
11»16"
13
P2800-62
5.9
3» 4"
13»16"
13
P2800-75
5.9

THRU

General Fittings

5

P1363A

Pipe/Conduit Supports

EG, GR, HG

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Electrical Fittings

P2800

87

1 5¼8" Channel

“U” Shape Fittings
P1383

EG, GR, HG

P1732

EG, GR, HG

P2237

(136.5)

13

7

1 ⁄8"

1

Tapped 1 5⁄8"
5
⁄16"-18 (41.3)
Thread

(47.6)

21

"

32

(42.1)

Nuts & Hardware
General Fittings

EG, GR, HG
6 11 32"

3 11⁄16"

(161.1)

1 7⁄8"

(93.7)

(41.3)

(47.6)

2 15 32"

1 11⁄16"

(62.7)

(42.9)

3

All Holes
⁄32" (7.1) Dia.

⁄4"

P5500

9

(19.1)

Material: 1»8" (3.2) thick.
Wt/100 pcs: 95 Lbs (43.1 kg)

Wt/100 pcs: 88 Lbs (39.9 kg)

P1048, P1049, P1050

EG, GR, HG
Part
“A”
Number In (mm)
71»4
P1048
184.2
8 1» 2
P1049
215.9
103»8
P1050
263.5

A

5

Pipe/Conduit Supports

⁄32"

(10.3)

1 5⁄8"

Telestrut

(42.1)

1 ⁄ 8"
(41.3)

B
1 1⁄ 2"
(38.1)

“B”
In (mm)
4 1» 8
104.8
5 3» 8
136.5
7 1» 4
184.2

Wt/100 pcs: 18 Lbs (8.2 kg)

P1043A

EG, GR, HG

Wt/100 pcs
Lbs (kg)
105
47.6
120
54.4
130
59.0

P2473

P4043

EG, GR, HG

P1001A3 (shown)
or P5501

5 3⁄8"
(136.5)

1 ⁄8"

(41.3)

3 9⁄32"

1 21⁄32"

(83.3)

3 1⁄4"

(42.1)

(82.6)

1 5⁄8"
(41.3)

P1044

EG, GR, HG

P1001(shown), P1101,
P2001, P4004 or P5000

Wt/100 pcs: 128 Lbs (58.1 kg)

P1973

EG, GR, HG

7"

(83.3)

1 5⁄ 8"
(41.3)

P1001 (shown),
P1101, P2001
or P4004

13

1 7⁄8"

⁄16"

(20.6)

(47.6)

2 1⁄ 4"

4 7⁄8"

(57.2)

3 25⁄32"
(96.0)

1 5⁄64"
(27.4)

1 5⁄ 8"

Wt/100 pcs: 197 Lbs (89.4 kg)

EG, GR, HG

3 1⁄2"
(88.9)

1 5⁄ 8"
(41.3)

P4004 (shown), P1001,
P1101, P2001, or P5000

(47.2)

P2326

1 5⁄ 8"
(41.3)

(41.3)

1 55⁄64"

Concrete Inserts

EG, GR, HG

(177.8)

3 9⁄32"

P1000 (shown), P1100,
P2000, P4001 or P4101

Wt/100 pcs: 106 Lbs (48.1 kg)

P2328

Wt/100 pcs: 70 Lbs (31.8 kg)

P2329
P1001(shown),
P1101, P2001,
P4004 or P5000

3 1⁄2"
(88.9)

1 7 ⁄ 8"

Wt/100 pcs: 53 Lbs (24.0 kg)

P1046A
3 1 ⁄ 2"
(88.9)

3 1⁄2"

(47.6)

(88.9)

4 1⁄32"
(102.4)

3 9⁄32"

1 21 32"

1 7⁄ 8"

(83.3)

(42.1)

(47.6)

7"

5 3⁄8"

(136.5)

(177.8)

Wt/100 pcs: 171 Lbs (77.6 kg)

Wt/100 pcs: 209 Lbs (94.8 kg)

5 3⁄8"
(136.5)

EG, GR, HG

P1001(shown),
P1101, P2001,
P4004 or P5000

1 7⁄8"

(47.6)

Solar

P1737

5

Wt/100 pcs: 105 Lbs (47.6 kg)

EG, GR, HG

Wt/100 pcs: 97 Lbs (44.0 kg)

7"
(177.8)

P1001A

(123.8)

Electrical Fittings

P5543

5 3 ⁄ 8"

5 3⁄8"
(136.5)

1 21 32"

Unipier®

EG, GR, HG

1

21

32

"

1 5⁄64"

(27.4)

(42.1)

Wt/100 pcs: 257 Lbs (116.6 kg)

Wt/100 pcs: 76 Lbs (34.5 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

88

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

P2343 R-L

1 7⁄ 8"

1 7⁄ 8"

P2223

EG, GR, HG

3 3⁄ 4"

(47.6)

1 7⁄ 8"

(95.3)

(47.6)

(47.6)

1 5⁄ 8"

2"

(41.3)

(42.9)

(50.8)

1 21 32"

5

(42.1)

R - As shown
L - Opposite hand
Wt/100 pcs: 60 Lbs (27.2 kg)

R - As shown
L - Opposite hand

Wt/100 pcs: 75 Lbs (34.0 kg)

EG, GR, HG

(50.8)

(41.3)

R - As shown
L - Opposite hand

P2224

2"

3 1⁄ 2"

(88.9)

1 ⁄8"

P2225

EG, GR, HG

Wt/100 pcs: 119 Lbs (54.0 kg)

P2227

EG, GR, HG
5 13 32"
(137.3)

(137.3)

(95.3)

(47.6)

Wt/100 pcs: 76 Lbs (34.5 kg)

P2228

5 13 32"

3 3⁄ 4"

1 7⁄ 8"

EG, GR, HG

1 7⁄8"

1 7⁄ 8"
(47.6)

2"

3 7⁄ 8"

3 7⁄ 8"

(47.6)

3 7⁄8"

(50.8)

(98.4)

(98.4)

(98.4)

1 21 32 "
(42.1)

1 5⁄8"

(41.3)

1 21 32"
(42.1)

Wt/100 pcs: 115 Lbs (52.2 kg)

P2229

Wt/100 pcs: 155 Lbs (70.3 kg)

EG, GR, HG

P2345

EG, GR, HG

3 3⁄ 4"

Wt/100 pcs: 113 Lbs (51.3 kg)

P2346

(137.3)

EG, GR, HG

1 5⁄8"
(41.3)

Wt/100 pcs: 177 Lbs (80.3 kg)

P2347

EG, GR, HG

5 13⁄32"

5 13 32"

(95.3)

(137.3)

3 3⁄ 4"

7

1 7⁄ 8"

(47.6)

(47.6)

1 ⁄ 8"

General Fittings

1 11⁄16"

Telestrut

Note: Hole
on back flange
not shown

9 5⁄32"

(95.3)

(232.6)

7

3 ⁄ 8"
(98.4)

2"

3 7⁄8"

3 7⁄8"

(50.8)

(98.4)

(98.4)

9 5⁄32"
(232.6)

1 5⁄ 8"
1 21 32"

1 21 32 "

(41.3)

1 5⁄8"

1 21 32"

(41.3)

(42.1)

(42.1)

1 21⁄32"

(42.1)

(42.1)

Wt/100 pcs: 230 Lbs (104.3 kg)

P2344 R-L

EG, GR, HG

Wt/100 pcs: 93 Lbs (42.2 kg)

P2226

EG, GR, HG

3 3⁄ 4"

3 3⁄4"

(95.3)

(95.3)

1 5⁄8"

EG, GR, HG
9 5⁄32"
(232.6)

1 5⁄8"

(41.3)

(41.3)

Wt/100 pcs: 150 Lbs (68.0 kg)

P2230

Wt/100 pcs: 193 Lbs (87.5 kg)

P2245

EG, GR, HG

Fitting notched for
continuous vertical.
3 3⁄4"

3 3⁄ 4"

(95.3)

(95.3)

5 3⁄ 8"

(136.5)

3 7⁄8"

3 7 ⁄8 "

3 3⁄ 4"

(98.4)

(98.4)

3 7⁄ 8"

Nuts & Hardware

EG, GR, HG

Pipe/Conduit Supports

P2472 R-L

(95.3)

Electrical Fittings

EG, GR, HG

Concrete Inserts

P2341 R-L

1 5¼8" Channel

Wing Shape Fittings

(42.1)

Wt/100 pcs: 176 Lbs (79.8 kg)

Wt/100 pcs: 217 Lbs (98.4 kg)

1 5⁄ 8"
(41.3)

Wt/100 pcs: 310 Lbs (140.6 kg)

Wt/100 pcs: 315 Lbs (142.9 kg)

Unipier®

1 21 32"

R - As shown
L - Opposite hand

Solar

(98.4)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

89

P2348

EG, GR, HG

1 15⁄16"

1 5⁄8"
(41.3)

EG, GR, HG

3 1 ⁄ 2"
(88.9)

4"
(101.6)

3 1⁄2"
6"
(152.4)

(88.9)

Dia.

3 1⁄ 8"

1 11⁄16"

1 21⁄32"

1 5⁄8"

(42.1)

5"

(79.4)

(42.9)

5"

5

⁄8"

(127.0)

(127.0)

(15.9)

(41.3)

1"
1"
(25.4) (25.4)

1"
(25.4)

1"
(25.4)

2"
(50.8)

2"
(50.8)

2 Holes 11 ⁄ 16 " (17.5) Dia.

P2941
Wt/100 pcs: 274 Lbs (124.3 kg)

P2072,
P2072 SQ

General Fittings

Nuts & Hardware

1 5⁄8"
(41.3)

P2941, P2942

(49.2)

Wt/100 pcs: 116 Lbs (52.6 kg)

EG, GR, HG

P2072A,
P2072A SQ

EG, GR, HG

Wt/100 pcs: 297 Lbs (134.8 kg)

P2073,
P2073 SQ

EG, GR, HG

P2942

Wt/100 pcs: 358 Lbs (162.4 kg)

P2073A,
P2073A SQ

EG, GR, HG
P1001A

P1001A

1 5⁄ 8"
(41.3)

3 1⁄2"

1 5⁄ 8"
1

3 1⁄2"

(88.9)

(41.3)

(88.9)
1

⁄ 4"

1

(6.4)

⁄ 4"

⁄ 4"

(6.4)

1

(6.4)

Pipe/Conduit Supports
Electrical Fittings

EG, GR, HG

4 Holes
7
⁄16" (11.1)

3 7⁄8"
(98.4)

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

3"
(76.2)

(76.2)

3"

(152.4)

(76.2)

3"

3"

(152.4)

P2072

(22.2)

4 Holes
3
⁄4" (19.1) Dia.

(22.2)

(22.2)

(22.2)
(22.2)

3"

⁄8"

(76.2)

3"

7

⁄8"

(76.2)

(22.2)

3"

3"

3"

3"

(76.2)

(76.2)

(76.2)

(76.2)

6"

P2072 SQ

(152.4)

Wt/100 pcs: 307 Lbs (139.3 kg)

6"
(152.4)

1 1⁄16"
(27.0)

EG, GR

1 3⁄16"
(30.2)

1

8 ⁄2"
6 1⁄8" (215.9)
(155.6)

3 3 ⁄ 4"
(95.3)

1 3⁄16"
1 5⁄8"
(41.3)

Material: 1»4" (6.4) thick steel.

Vertical
Channel
Part No.

Gauge

P1000

12

P1100

14

P2000

16

(30.2)

Safety Factor 21»2

⁄8"

(76.2)

3"

3"

(76.2)

(76.2)

6"

(22.2)

⁄8"

6"

3"

7

⁄8"

(152.4)

(76.2)

6"

3"

(152.4)

(76.2)

(22.2)

3"

3"

(76.2)

6"
(152.4)

Wt/100 pcs: 325 Lbs (147.4 kg)

(76.2)

P2073A SQ

Wt/100 pcs: 408 Lbs (185.1 kg)

P1771

EG, GR

10 1⁄2"

Design Load

(266.7)

1 3⁄16"

1 1⁄16"

4 ⁄8"

3 3⁄4" (111.1)

1 3⁄16"
1 5⁄8"

(41.3)
5

⁄16" (7.9) Thick

Material: 1»4" (6.4) thick steel.

Vertical
Channel

Uniform
Design Load
Part No. Gauge Lbs (kN)
800
P1000
12
4"
3.56
(101.6)
600
P1100
14
2.67
400
P2000
16
1.81
Safety Factor 21»2

(30.2) (27.0)

3

(95.3)
(30.2)

4 Holes
3
⁄4" (19.1) Dia.

(22.2)

⁄8"

P2073 SQ

(152.4)

Uniform
Lbs (kN)
800
3.56
600
2.67
400
1.81

P2073A
7

⁄8"

(22.2)

3"

P2072A SQ

3"

7

3"
(76.2)

7

(22.2)

Wt/100 pcs: 373 Lbs (169.2 kg)

P1769

4 Holes
3
⁄4" (19.1) Dia.

(22.2)

(152.4)

(76.2)

6"
7

⁄8"

6"

3"

(152.4)

P2073

6"
(152.4)

3"
(76.2)

⁄ 8"

(22.2)
7

(76.2)
(76.2)

7

⁄ 8"

(22.2)

3"

6"
(152.4)

(76.2)

(22.2)

4 Holes
3
⁄4" (19.1) Dia.

(22.2)

⁄8"

3"
(76.2)

7

7

7

3"

(76.2)

6"

P2072A

⁄8"

⁄8"

(152.4)

(152.4)

7

7

⁄8"

⁄8"

6"

3"
3"

(76.2)

(152.4)

7

7

3"

(76.2)

6"

(76.2)
(76.2)

3"

(76.2)

(76.2)

6"

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

3"

6"
(152.4)

(76.2)

3"

(76.2)

4 Holes
3
⁄4" (19.1) Dia.

6"
(152.4)

3"

6"

3"

⁄ 4"

(6.4)

Wt/100 pcs: 174 Lbs (78.9 kg)

Unipier®

P1887

(232.6)

⁄8"

Concrete Inserts

EG, GR, HG

3 3⁄4"

7

Solar

P2453

(95.3)

9 5⁄32"

Telestrut

1 5¼8" Channel

Wing Shape Fittings, Post Bases & Brackets

Wt/100 pcs: 206 Lbs (93.4 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
58

90

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

(317.5)

1

3 ⁄8"

(146.1)

1 3⁄16"

6"

(30.2)

1 3⁄16"

(152.4)

2 1⁄2"

(41.3)

(30.2)

1 5⁄8"

(63.5)
5

Vertical Channel
Part No. Gauge
P1000
12
P1100
14
P2000
16
Safety Factor 21»2

Material: 1»4" (6.4) thick steel.

6"
2 1⁄2" (152.4)

1 5⁄8"

(41.3)

(63.5)

Uniform
Design Load
Lbs (kN)
900 (4.00)
800 (3.56)
450 (2.04)

P1075

Material: 1»4" (6.4) thick steel.

P1593

EG, GR

4 7⁄ 8"

1 1⁄16"

(123.8)

(27.0)

Vertical Channel

5 29⁄32"

Allowable
Moment*
In-Lbs 1‡0
5,100 (576)
4,400 (497)
3,200 (362)

Part No. Gauge
P1000
12
P1100
14
P2000
16
Safety Factor 21»2

$OORZDEOHPRPHQWIRU¿WWLQJRQO\
Channel may determine overall capacity.

(150.0)

3"

(76.2)

P1000
P1100
P2000
P4001
Material: 1»4" (6.4) thick steel.

Wt/100 pcs: 229 Lbs (103.9 kg)

P1777

EG, GR

7 1⁄2"

(30.2)

5 1⁄4"

(125.4)

4 5⁄8"

(190.5) (117.5)

P1001
P1101
P5000
P2001

Material: 1»4" (6.4) thick steel.
Wt/100 pcs: 272 Lbs (123.4 kg)

P2547 THRU P2551

16 1⁄2"

3 1⁄8"

(133.4)

(79.4)

5 3⁄4"

A

(419.1)

(146.1)

1 3⁄16"

2 1⁄2"
(63.5)

1 5⁄8"

(30.2)

(41.3)

Vertical Channel

6"

Part No. Gauge
P1000
12
P1100
14
P2000
16
Safety Factor 21»2

(152.4)

Material: 1»4" (6.4) thick steel.

Wt/100 pcs: 385 Lbs (174.6 kg)

P2491 R-L

Vertical
Channel

4 15⁄16"

1 1⁄16" 1 3⁄16"
(27.0)

Part No. Gauge
P1000
12
P1100
14
P2000
16
Safety Factor 21»2

B
Uniform
Design Load
Lbs (kN)
1,200 (5.44)
900 (4.00)
600 (2.67)

5

⁄8"

Vertical
Channel

3

(9.5 x 25.4)

1"

B

(25.4)
5

7

⁄16"

1 ⁄8"

13

⁄16"

(20.6)

(41.3)

(11.1) Dia.

R - As shown; L - Opposite hand
Material : 12 Gauge Steel.

9

Gauge

P1000

12

P1100

14

P2000

16


$OORZDEOHPRPHQWIRU¿WWLQJRQO\
Channel may determine overall capacity.

CABLE TRAY BRACKET
Uniform
Part
“A”
“B”
Wt/100 pcs Load*
Number In (mm) In (mm)
Lbs (kg) Lbs (kN)
15
83»4
420
1,000
P2547
381.0
222
190.5
4.45
21
83»4
628
1,000
P2548
533.4
222
284.9
4.45
860
900
27
111»4
P2549
685.8
286
390.1
4.00
1010
900
33
111»4
P2550
838.2
286
458.1
4.00
39
16
1257
800
P2551
990.6
406.4
683.3
3.56

EG, GR

A
⁄8" x 1"

(15.9)

Part No.

Allowable
Moment*
In-Lbs 1‡0
13,000
1,469
9,100
1,028
6,500
734

Safety Factor 21»2

P2493 R-L

THRU

Uniform
Design Load
Lbs (kN)
900 (4.00)
800 (3.56)
450 (2.04)

Wt/100 pcs: 295 Lbs (133.8 kg)

EG, GR
1 1⁄16"

⁄16" (7.9) Thick

Vertical Channel

Wt/100 pcs: 264 Lbs (119.7 kg)

(27.0)

(27.0)

(79.4)

5 ⁄4"

(79.4) 3 3⁄4"
(95.3)

(30.2)

3 ⁄8" (82.6)

3

⁄32" (7.1) Dia.

Uniform
Design Load
Part No. Gauge
Lbs (kN)
300
P1000
12
(1.33)
250
P1100
14
(1.11)
200
P2000
16
(.89)

Part
Number

Stamped
Ident. No.

P2491 R-L

121892 R-L

P2492 R-L

121893 R-L

P2493 R-L

121894 R-L

“A”
“B”
Wt/100 pcs
In (mm) In (mm)
Lbs (kg)
6
115»16
67
152.4
49.2
30.4
8
27»16
92
203.2
61.9
41.7
120
215»16
10
254.0
74.6
54.4

Safety Factor - 21»2

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: » PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
9 16

15⁄8" Framing System

Telestrut

(82.6)

1

Nuts & Hardware

(27.0) (30.2)

3 1⁄4"

(368.3)

General Fittings

1 ⁄16" 1 ⁄16"

14 1⁄2"

12 1⁄2"

Pipe/Conduit Supports

3 1⁄4"

3
1 1⁄16" 1 ⁄16"

Electrical Fittings

EG, GR
1

3

Concrete Inserts

P1775

Solar

EG, GR

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

91

Unipier®

P1773

1 5¼8" Channel

Brackets

1 5¼8" Channel

Brackets
P2494 R-L

P2499 R-L

THRU

Vertical
Channel

Uniform
Design Load
Part No. Gauge
Lbs (kN)
P1000
12
300 (1.33)
P1100
14
250 (1.11)
P2000
16
200 (.89)

A
3
⁄8" x 1"
(9.5 x 25)

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

B

⁄8"

(25.4)
13

⁄16 "

⁄16"(11.1) Dia.

5

1 ⁄8"

9

⁄32" (7.1) Dia.

THRU

P2495 R-L 121896 R-L

P2498 R-L 121899 R-L
P2499 R-L 121900 R-L

“A”
In (mm)
12
304.8
14
355.6
16
406.4
18
457.2
20
508.0
22
558.8

“B”
In (mm)
37»16
87.3
315»16
100.0
47»16
112.7
415»16
125.4
57»16
138.1
515»16
150.8

Wt/100 pcs
Lbs (kg)
152
68.9
173
78.5
223
101.2
266
120.7
308
139.7
355
161.0

“A”
In (mm)
24
609.6
26
660
28
711
30
762.0

“B”
Wt/100 pcs
In (mm)
Lbs (kg)
67»16
400
164
181.4
615»16
445
176
201.8
77»16
493
189
223.6
545
715»16
202
247.2

P2503 R-L
Vertical
Channel

Uniform
Design Load
Part No. Gauge
Lbs (kN)
P1000
12
300 (1.33)
P1100
14
250 (1.11)
P2000
16
200 (.89)

A
3
5
⁄ 8"
B (15.9)

⁄8" x 1"

(9.5 x 25)

1"
(25.4)
13

9

7

⁄16" (11.1) Dia.

⁄32" (7.1) Dia.
1 5⁄8"

Safety Factor - 21»2
⁄16"

(20.6)

Part
Number

Stamped
Ident. No.

P2500 R-L 121901 R-L
P2501 R-L 121902 R-L
P2502 R-L 121903 R-L
P2503 R-L 121904 R-L

(41.3)

Material : 12 Gauge Steel.
R - As shown; L - Opposite hand

P2944, P2945, P2946, P2947

EG, GR, HG

2"
13

⁄16"

(50.8)
3

(20.6)

Part
“A”
Number In (mm)
6
P2944
152.4
12
P2945
304.8
18
P2946
457.2
24
P2947
609.6

⁄8"

(9.5)
9

⁄16"

(14.3)

3"

4 ⁄ 8"
(117.5) (76.2)
13

A

⁄16"

(20.6)

Uniform
Wt/100 pcs Load*
Lbs (kg) Lbs (kN)
185
1200
84
5.34
293
600
133
2.67
401
400
182
1.78
509
300
231
1.33

Concrete Inserts

P2542 THRU P2546

13

2" (50.8)
⁄16"

(20.6)

⁄16" A

9

(14.3)

45⁄8"
61⁄4" (117.5)
(158.8)

13

Solar

Safety Factor 21»2
* Mounted on 12 Ga. Channel

EG, GR, HG

⁄16"

(20.6)

3

⁄8"

P1001

(9.5)

Safety Factor - 21»2

Unipier®

P2494 R-L 121895 R-L

P2497 R-L 121898 R-L

(41.3)

Material : 12 Gauge Steel.
R - As shown; L - Opposite hand

P2500 R-L

Stamped
Ident. No.

P2496 R-L 121897 R-L

Safety Factor - 21»2

(20.6)

7

5

Electrical Fittings

1"

5

(15.9)

Part
Number

Uniform
Part
“A”
Wt/100 pcs Vertical Channel Design Load
Lbs (kN)
Number In (mm) Lbs (kg) Part No. Gauge
P1000
12
2,000 (8.90)
12
502
P2542
P1100
14
1,400 (6.23)
304.8
228
P2000
16
1,000 (4.45)
P1000
12
1,300 (5.78)
18
692
P2543
P1100
14
900 (4.00)
457.2
314
P2000
16
650 (2.89)
P1000
12
1,000 (4.45)
24
882
P2544
P1100
14
700 (3.11)
609.6
400
P2000
16
500 (2.22)
P1000
12
800 (3.56)
30
1,072
P2545
P1100
14
560 (2.49)
762.0
486
P2000
16
400 (1.78)
P1000
12
650 (2.89)
36
1,262
P2546
P1100
14
450 (2.00)
914.4
572
P2000
16
320 (1.42)

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: » PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
9 16

92

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

Brackets
P2231A, P2232A
1

⁄ 4"

1

(6.4)

3 1⁄2"

⁄4"

(6.4)

3 1⁄2"

(88.9)

1 5¼8" Channel

P2231, P2232

(88.9)

1 1⁄16"

P2233A, P2234A
1

⁄4"

1
3

5 ⁄8"

(136.5)

(136.5)

A

1 1⁄16"

1 1⁄16"

(27.0)

A

(27.0)

Uniform
Part
“A”
Wt/100 pcs Vertical Channel Design Load
Lbs (kN)
Number In (mm)
Lbs (kg) Part No. Gauge
P1000
12
600 (2.67)
18
436
P2233A
P1100
14
450 (2.00)
457.2
197.8
P2000
16
300 (1.33)
P1000
12
450 (2.00)
24
536
P2234A
P1100
14
330 (1.47)
609.6
243.1
P2000
16
220 (.98)

Pipe/Conduit Supports

Uniform
Part
“A”
Wt/100 pcs Vertical Channel Design Load
Part No. Gauge
Lbs (kN)
Number In (mm)
Lbs (kg)
P1000
12
600 (2.67)
18
436
P2233
P1100
14
450 (2.00)
457.2
197.8
P2000
16
300 (1.33)
P1000
12
450 (2.00)
24
536
P2234
P1100
14
330 (1.47)
609.6
243.1
P2000
16
220 (.98)

Safety Factor - 21»2

Safety Factor - 21»2

P2513A THRU P2516A
2"

When installed in
inverted position use
60% of loads shown.

1

⁄4"

(6.4)

(95.3)

A

Safety Factor 21»2
Wt/100 pcs
Lbs (kg)

P2513

6
152.4

161
73.0

P2514

12
304.8

261
118.4

P2515

18
457.2

361
163.7

P2516

24
609.6

461
209.1

Uniform
Vertical Channel Design Load
Part No. Gauge
Lbs (kN)
P1000
12
1,200 (5.34)
P1100
14
800 (3.56)
P2000
16
600 (2.67)
P1000
12
600 (2.67)
P1100
14
400 (1.78)
P2000
16
300 (1.33)
P1000
12
400 (1.78)
P1100
14
270 (1.20)
P2000
16
200 (.89)
P1000
12
300 (1.33)
P1100
14
200 (.89)
P2000
16
150 (.67)

(50.8)
1

⁄4"

When installed in inverted position use
60% of loads shown.

(6.4)

3 3⁄4"
(95.3)

A

Safety Factor 21»2

Part
“A”
Wt/100 pcs Vertical Channel
Number In (mm) Lbs (kg) Part No. Gauge
P1000
12
6
161
P2513A
P1100
14
152.4
73.0
P2000
16
P1000
12
12
261
P1100
14
P2514A
304.8
118.4
P2000
16
P1000
12
18
361
P2515A
P1100
14
457.2
163.7
P2000
16
P1000
12
24
461
P2516A
P1100
14
609.6
209.1
P2000
16

Uniform
Design
Lbs (kN)
1,200 (5.34)
800 (3.56)
600 (2.67)
600 (2.67)
400 (1.78)
300 (1.33)
400 (1.78)
270 (1.20)
200 (.89)
300 (1.33)
200 (.89)
150 (.67)

Concrete Inserts

2"
(50.8)

Solar

P2513 THRU P2516

Part
“A”
Number In (mm)

⁄4"

(6.4)

5 3⁄8"

3 ⁄4"

Telestrut

EG, GR, HG

(6.4)

3

Uniform
Design Load
Lbs (kN)
1,600 (7.12)
1,200 (5.34)
800 (3.56)
800 (3.56)
600 (2.67)
400 (1.78)

General Fittings

P2233, P2234

Vertical Channel
Part
“A”
Wt/100 pcs
Number In (mm) Lbs (kg) Part No. Gauge
P1000
12
6
191
P2231A
P1100
14
152.4
86.6
P2000
16
P1000
12
12
292
P2232A
P1100
14
304.8
132.4
P2000
16
Safety Factor - 21»2

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: » PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
9 16

15⁄8" Framing System

Nuts & Hardware

Uniform
Part
“A”
Wt/100 pcs Vertical Channel Design Load
Lbs (kN)
Number In (mm)
Lbs (kg) Part No. Gauge
P1000
12
1,600 (7.12)
6
191
P2231
P1100
14
1,200 (5.34)
86.6
152.4
P2000
16
800 (3.56)
P1000
12
800 (3.56)
12
292
P2232
P1100
14
600 (2.67)
304.8
132.4
P2000
16
400 (1.78)
Safety Factor - 21»2

A

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Electrical Fittings

(27.0)

A

93

Unipier®

1 1⁄16"
(27.0)

1 5¼8" Channel

Brace Fittings
P2815

ADJUSTABLE BRACE FITTING

P2815D

EG HG

ADJUSTABLE BRACE FITTING
13

13

⁄16"

13

(20.6)

1 7⁄8"

7

(47.6)

⁄16"

⁄16"

1 7⁄8"

(47.6)

30°

13

(.17π)
Min.

(20.6)

Telestrut

1 7⁄ 8"

(20.6) (47.6)

1 7⁄8"

5 ⁄8"
(149.2) (47.6)

⁄16"

(20.6)

5 7⁄8"

1 1⁄16"

13

1 ⁄16"

(20.6)

(27.0)

⁄16"

3 3⁄4"

(27.0)

(95.3)

(149.2)

1

13

2 3⁄ 8"

⁄16"

(60.3)

(20.6)

5 3⁄8"

Nuts & Hardware

(136.5)

4"

(101.6)

Wt/100 pcs: 307 Lbs (139.3 kg)

P2452 KNEE BRACE

EG GR

P2458-18

Wt/100 pcs: 497 Lbs (225.4 kg)
THRU

P2458-36

TUBULAR KNEE BRACES

1 5⁄8"

13

⁄16"

(41.3)

(20.6)

Part
Number

(41.3)

13 ⁄8"

(38.9)

16 5⁄8"

(346.1)

1"

17

(25.4)

(422.3)

32

"

P2458-24

(13.5) Dia Hole

P2458-30

WIDTH

P2458-36

3'

Wt/100 pcs
Lbs (kg)
146
66.2
186
84.4
227
103.0
267
121.1

-1
4

58

-2
0
58

-3

6

-3

58

24

Design Loads
Compression = 1500 Lbs (6.67 kN)
Tension = 300 Lbs (1.33 kN)

P

1'

Material: 1»4" (6.4) thick steel.

1 /2 '
1

2'
21/2'

Wt/100 pcs: 277 Lbs (125.6 kg)
THRU

21/2'

2'

24

24
P

/2'

58

1

Design Axial Load
1200 Lbs (5.34 kN)

P2459-36

11/2'

1'

“A”
In (mm)
18
457.2
24
609.6
30
762.0
36
914.4

8

A
45°

P

(346.1)

24

(41.3)

/2'

P

13 ⁄8"

1

0

1 5⁄8"

5

P2459-96

TUBULAR BACK BRACES

EG GR

1. The vertical lines of the graph correspond to the center to
center line dimension of the uprights.

Electrical Fittings

2. Along this vertical line locate the (maximum usable) horizontal
bracing height line.

Part
Number

3. The arc line that intersects the point formed by the intersection
of the two lines, indicates the brace required.

P2459-36

Concrete Inserts

4. 30° - 60° maximum, minimum brace angles are indicated for
maximum effect.

P2459-42
P2459-48

8'

8

7'

(13.5) Dia. Hole

1"
(25.4)

1 17⁄32"
(38.9)

A

1 5⁄8"
(41.3)
13

Solar

⁄16"

(20.6)

7

6'

6
5'

P

59

-9

59

24

P2459-54

24

24

6

P2459-60

-8

4

59

-7

24

4 /2 P
2
59
4
P 24
-6
31/2 P 2 245 59-5 0
3 P 2 459 9-48 4

4'
3'

P2459-72

-4

45

2'

P
P

P

5

1

P2459-84

2

9-

36

60°

17⁄32"

BRACING HEIGHT

Pipe/Conduit Supports

P2458-18

1 17 32"

5

HEIGHT

General Fittings

1 5⁄8"

1'

P2459-96

30°

1'

2'

3'

4'

5'

6'

“A”
In (mm)
36
914.4
42
1,066.8
48
1,219.2
54
1,371.6
60
1,524.0
72
1,828.8
84
2,133.6
96
2,438.4

Wt/100 pcs
Lbs (kg)
255
115.7
296
134.3
336
152.4
377
171.0
418
189.6
499
226.3
580
263.1
661
299.8

7'

Unipier®

CENTER TO CENTER OF UPRIGHT

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: » PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
9 16

94

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

Beam Clamps
1 5¼8" Channel

P2784
21⁄16"
(52.4)

3"
(76.2)
1 1⁄4"
(31.8)

1 1⁄4"
(31.8)

(57.2)

11

⁄16"

25 ° Max.

(17.5)

25 ° Max.

25 ° Max.

Telestrut

21⁄4"

Max.

5 1⁄8"
(130.2)

1

2 ⁄4"
(57.2)

⁄8" Threaded
Rod

Part
Number

Design Load (Safety Factor of 4)
(angles ≤ 25 °) - 550 Lbs (2.45 kN)
(angles > 25 °) - 330 Lbs (1.47 kN)

90 °

25 ° to 45 °

25 ° to 45 °

Safety Factor 4
Torque: 13 Ft-Lbs 1‡P

P2784-1

For
Use With
P1000,
P1100,
P2000

Load
Lbs
N1
1,200

Wt/100 pcs
/EVNJ
175

5.34

79.3
179

P2784-2

P1001,
P1101,
P2001

1,200
5.34

81.1

P2784-3

P5001,
P5501

1,200
5.34

180
81.5

Wt/100 pcs: 33 Lbs (15.0 kg)

PFL2-37
'HVLJQHGWRVLJQL¿FDQWO\UHGXFHLQVWDOODWLRQWLPHZKLOHRIIHULQJJUHDWHUSHUIRUmance than cast beam clamps, the Swiftgrip enables connection of drop rod to
beam in one simple operation.
Ideal for the suspension of building services equipment including heating,
YHQWLODWLQJDQGDLUFRQGLWLRQLQJHTXLSPHQWSLSHZRUN¿UHSURWHFWLRQV\VWHPV
electrical equipment and cable tray.

⁄8" to 3⁄4"

(3.2 to 19.1)

Pipe/Conduit Supports

1

SWIFTGRIP

$YDLODEOH¿QLVKFKRLFHVDUH6WDLQOHVV6WHHORU3HUPD*ROGŒ
Industry Standard Yellow Dichromate.
Design Load is 540 Lbs (2.40 kN).
Safety Factor is 4
7RUTXHLV)W/EV1‡P
Rod Size is 3»8" (9.5mm)

Wt/100 pcs: 26 Lbs (11.9 kg)

P2675

EG GR
7

1 7⁄ 8"
(47.6)

⁄ 8"

(22.2)
3

⁄8" X 1 1⁄2" Set Screw
and Nut Included
5

Rod Size
up to 3⁄8"

2 1⁄16"
(52.4)

P3016-1024, or
P3016-1420
Channel Nut

⁄ 8"

(15.9)
2 Holes 9⁄32" (7.1) Dia.
4 Holes 13⁄32" (10.3) Dia.
Rod Size up to 3⁄8"

Design Load
250 Lbs (1.11 kN)

Insulator

Design Load
150 Lbs (.67 kN)

Solar

Clamp Materials: .105" (2.7) thick steel.
Clamp P2675 is designed for light duty rod suspension.
It also may be used with P3016-1024 or P3016-1420 nut as illustrated
above for mounting insulators, etc.

Concrete Inserts

3

Nuts & Hardware

(27.0)

General Fittings

11⁄16 "

Electrical Fittings

P2897

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

15⁄8" Framing System

95

Unipier®

Wt/100 pcs: 33 Lbs (15.0 kg)

1 5¼8" Channel

Beam Clamps
P2676

EG GR
5

2 ⁄8"
(66.7)

1 5⁄16"
(33.3)
1

⁄2" X 2" Set Screw
and Nut Included
7

Rod Size
up to 1⁄2"

⁄8"

Telestrut

(22.2)

2 7⁄ 8"
(73.0)
2 Holes
9

⁄16" (14.3) Dia.

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

2 Holes 7⁄16" (11.1) Dia.
1

Design Load
300 Lbs (1.33 kN)

Swivel Nut and
Jam Nut not Included

⁄8"(3.2) Thick

Clamp P2676 provides a means of rod suspension where a free swing
of up to 15° (0.8π) is required. Clamp will accommodate 1»4" (6.4),
3»8" (9.5), or 1»2" (12.7) rods. Order swivel nuts P2679-4,-6, or -8 as
required. Clamp may also be used with P2677 as illustrated in
application drawings.
Clamp Materials: 1»8" (3.2) thick steel. Not available in SS or ST.

Rod Size up to 1⁄2"
Rod Swivel 15° (0.8π)
All Directions

Wt/100 pcs: 72 Lbs (32.7 kg)

P2898

UNIVERSAL BEAM CLAMP

G

P2898-37

D
F

C

P2898-50
P2898-62
P2898-75

A
E
B

‡0D[LPXPWHPSHUDWXUHRIÛ)ƒ&
‡$WOHDVWRQHIXOOWKUHDGPXVWEHH[SRVHG

P2898-87

P2899

WIDE THROAT BEAM CLAMP
E

3⁄ 4"
1 1⁄ 4"
(19.1) (31.8)

C

P2899-50

Electrical Fittings

P2899-62

D
B

EG

Concrete Inserts

P2677

EG

5

1 ⁄ 8"
(41.3)

3 25⁄32"
⁄16" (96.0)
(4.8)
3

1
5

⁄ 8"

(15.9)

Solar

P2899-75

‡0D[LPXPWHPSHUDWXUHRIÛ)ƒ&

1 3⁄4"
(44.5)

P2682

7

⁄8" X 2"

Rod Size
up to 1⁄2"

⁄16" (11.1) Dia.

Rod Swivel 15° (0.08π)
All Directions

Hanger clevis for up to 1»2" (12.7) rod suspension
from wood ceilings. May also be used with P2677 as
illustrated in application drawings.
Wt/100 pcs: 55 Lbs (24.9 kg)

P2679-4, -6 & -8
Part No.
P2679-4
P2679-6
s5SEW0AND0 P2679-8
s/RDERSIZEASREQUIRED

P2676

⁄8" (3.2) Thick
3

P2677

4 Holes

Rod Size
up to 1⁄2"

EG

Rod Size
Max.
Wt/100
A
B
C
D
E
Load
pcs
in
In (mm) In (mm) In (mm) In (mm) Lbs (kN) Lbs (kg)
3» 8
7» 8
15»8
2
1
400
28
41.3
50.8
25.4
22.2
1.78
12.7
1
7
»2
15»8
2
1
»8
500
34
41.3
50.8
25.4
22.2
2.22
15.4
5» 8
13»4
2 1» 4
11»4
1
600
66
44.5
57.2
31.8
25.4
2.67
30.0
3» 4
17»8
2 3» 8
1 3» 8
11»4
800
83
47.6
60.3
34.9
31.8
3.56
37.7

P2899-37

P2682

EG

A
B
C
D
E
F
G
Max Load Wt/100 pcs
In In PP In PP In PP In PP In PP In PP Lbs (kN)
Lbs (kg)
3
3
7
1» 2
»8
1
11»2
1
»4
»8
400
33
25.4
38.1
12.7
25.4
19.1
22.2
1.78
15.0
1
3
7
1» 2
»2
15»16
11»2
1
»4
»8
500
33
25.4
38.1
12.7
25.4
19.1
22.2
2.22
15.0
5» 8
1» 2
3» 4
11»2
11»2
1
1
600
22
38.1
38.1
12.7
25.4
19.1
25.4
2.67
10.0
3» 4
5» 8
17»8
13 » 4
1 3» 8
1
11»4
800
88
47.6
44.5
15.9
34.9
25.4
31.8
3.56
40.0
7» 8
5» 8
2
13»4
11»2
1
11»4
1,200
79
50.8
44.5
15.9
38.1
25.4
31.8
5.34
35.9

A

Unipier®

Design Load
500 Lbs (2.22 kN)

SWIVEL NUT
Thread Size
1»4"-20
3»8"-16
1»2"-13

EG

:WSFV/EVNJ
4 (1.8)
5 (2.3)
6 (2.7)

1

2 ⁄2"
(63.5)
1 1⁄4"
(31.8)

1 3⁄8" (34.9)
Screw, Nut,
and Lock Wash
Included

Clevis hanger to be used with P2676 or P2682 to
provide angle adjustment and 15° (0.08 π) free
swing for up to 1»2" (12.7) rod suspension. Order
swivel nuts P2679-4, -6, or -8 as required.

Rod Size
up to 1⁄2"

Rod Swivel 15° (0.08π)
All Directions

Design Load
500 Lbs (2.22 kN)

Wt/100 pcs: 30 Lbs (13.6 kg)

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

96

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

Hole

Tapped
Hole
Size A

13

⁄32" (10.3) Dia.

(20.6)

Clevis hanger to be used with P2675
to provide angle adjustment for up to
3»8" rod suspension as illustrated.

Design Load
250 Lbs (1.11 kN)

B
21⁄2"
(63.5)
21⁄2"
(63.5)

Telestrut

⁄16"

Rod Size
up to 3⁄8"

⁄8" (3.2) Thick

D

Weld is not continuous it is either 11»4" (31.8) - 13»4" (44.5) long or
2 spot welds. All welds are on the top and bottom.

Wt/100 pcs: 17 Lbs (7.7 kg)

P1640

EG GR

Part
Number
P1648S

Part
Number
P1640-025
P1640-037
P1640-050

1⁄2"

x 2" Cone Point
Set Screw w/spring

P1649S

Thread
Size
1»4"-20
3
»8"-16
1»2"-13

P1650S
P1651S
P1652S

.88"

11⁄2"

P1653S

11⁄2"

Tapped
UNC Bolt Size

ø0.44

P1654A

THRU

“B”
In (mm)
1» 8
3.2
1» 8
3.2
3
»16
4.8
1» 4
6.4
5»16
7.9
5»16
7.9

» - 18

5 16
3

»8 - 16
» - 13

12

» - 11

58

» - 10

34

“C”
In
3»8 x 11»2
» x 11»2

38

» x 11»2

12

» x 11»2

12

» x 11»2

58

» x 11»2

58

P1661A

“D”
In (mm)
7» 8
22.2
7» 8
22.2
15»16
23.8
15»16
23.8
15»16
33.3
15»16
33.3

RETAINER STRAP
12 Gage

P2398S, P2401S, P2403S, P2405S

P2398S
P2401S
P2403S
P2405S

1"
(25.4)

17⁄32"

(13.5) Hole

A

P1656 A thru P1661 A

B

1

⁄2"

1 3⁄8"

(12.7)

(34.9)

3 1⁄4"
(82.6)

E

Weld is not continuous it is either 11»4" (31.8) - 13»4" (44) long or 2 spot
welds. All welds are on the top and bottom.
For beams between 3»4" (19.1) to 15»8" (41.3) thick flanges.
Part
Number

⁄16" (11.1) Hole
7
⁄ 8"
(22.2)

A

For beams under 7»8"
(22.2) thick flange.

EG GR

7

P1654 A & P1655 A

3 5⁄ 8 "
(92.1)

D
Tapped
Hole
Size A

EG GR

Set Screw
Size C Included

Weld

Design
Load
Lbs (kN)
650
2.89
650
2.89
1,100
4.89
1,600
7.12
2,400
10.68
2,400
10.68

Wt/100
pcs
Lbs (kg)
67
30.4
67
30.4
100
45.4
130
59.0
160
72.6
160
72.6

“A”
“B”
In
In (mm)
1»4 - 20
1» 8
3.2
3»8 - 16
3»16
4.8
1
1
»2 - 13
»4
6.4
5
5
»8 - 11
»16
7.9

“C”
In
3»8 x 2
» x2

12

» x2

12

»8 x 2

5

Design
“D”
“E”
Wt/100 pcs Load
In (mm) In (mm) Lbs (kg) Lbs (kN)
7» 8
121»32
109
800
42.1
22.2
49.4
3.56
29»32
111»16
156
1,300
42.9
23.0
70.8
5.78
15»16
111»16
201
1,900
42.9
23.8
91.2
8.45
111»16
15»16
311
2,400
42.9
33.3
141.1
10.68

Strap
Part
Number
P1654 A
P1655 A
P1656 A
P1657 A
P1658 A
P1659 A
P1660 A
P1661 A

Flange
Width
In (mm)
6
152.4
9
228.6
6
152.4
9
228.6
12
304.8
6
152.4
9
228.6
12
304.8

“A”
In (mm)
7
177.8
10
254.0
9
228.6
12
304.8
15
381.0
9
228.6
12
304.8
15
381.0

Wt/100 pcs
Lbs (kg)
25
11.3
34
15.4
35
15.9
47
21.3
59
26.8
33
15.0
45
20.4
57
25.9

Beam
Clamp
Used With
P2675

Concrete Inserts

3.19"

“A”
In
1»4 - 20

P2675
P1648 S Thru
P1651 S,
P2398S, P2401S
& P2403S
P2676

Solar

13

7
⁄8"
(22.2)

For beams under
7»8" (22.2) thick
flange.

P2676
P2676

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

15⁄8" Framing System

Nuts & Hardware

1

Set Screw
Size C
Included

Weld

⁄8" (22.2)

EG GR

General Fittings

7

(44.5)

P1653S

P2675

⁄4" X 1 1⁄2"

Screw, Nut,
and Lock Washer
Included

1 3⁄4"

THRU

Electrical Fittings

1

P1648S

Pipe/Conduit Supports

EG GR

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

97

Unipier®

P2674

1 5¼8" Channel

Beam Clamps

P1271S

Nuts & Hardware
General Fittings
Pipe/Conduit Supports
Electrical Fittings
Concrete Inserts

P1796S

- 13 X 11⁄2"

EG GR HG

P2824-6,-9,-12
For use with Beams up to
3»4PD[ÀDQJHWKLFNQHVV

⁄2" - 13 X 11⁄2"

Set Screw Included

7

⁄8"
(22.2)

3
⁄16"
(4.8)

1 3⁄4"
(44.5)

7

⁄ 8"
(22.2)

1 5⁄ 8"
(41.3)

3 1⁄2"
(88.9)

3
⁄8"
(9.5)

1 1⁄2"
(38.1)

1
⁄ 4"
(6.4)

2 Holes 9⁄16" (14.3) Dia.

Note: Requires
P1010 Channel Design Load Each
500 Lbs (2.22 kN)
Nut and bolt.
Use in Pairs Only
Wt/100 pcs: 95 Lbs (43.1 kg)

⁄8" Hex Nuts and

"U" Bolt Included

⁄ 4"
7

⁄8"

(22.2)

Design Load Each
500 Lbs (2.22 kN)
Use in Pairs Only

Design Load Each
1000 Lbs (4.45 kN)
Use in Pairs Only

3

⁄8" Hex Nuts and
"U" Bolt Included

1

⁄4"

(6.4)

7

⁄8"

(22.2)

EG GR HG

⁄ 4"
(6.4)

7
⁄ 8"
(22.2)

‡)RUXVHZLWK%HDPVXSWR3»4" (19.1)
Flanges and with
Channels P5001 and P5501.

3"

Design Load Each
1000 Lbs (4.45 kN)
Use in Pairs Only

(76.2)

5"
(127.0)

P2867

EG GR HG
Part
Beam Wt/100 pcs
Number Size "A" /EVNJ
P2867
4"-6"
142 (64.4)
P2867-9
6"-9"
151 (68.5)
P2867-12 9"-12"
160 (72.6)
P2867-15 12"-15" 170 (77.1)
P2867-18 15"-18" 179 (81.2)

A

3 3⁄ 8"

3"
(76.2)

81⁄4"
(209.6)

‡)RUXVHZLWK%HDPVXSWR3»4" (19.1)
Flanges and with
Channels P1001, P1101, P2001,
P3001, P5000, and P5500.

Wt/100 pcs: 92 Lbs (41.7 kg)

P2787
1

Design
Load
Lbs (kN)
500
2.22
500
2.22
500
2.22

EG GR HG

Wt/100 pcs: 83 Lbs (37.6 kg)

3
⁄8" Hex Nuts and
"U" Bolt Included

Wt/100 pcs
Lbs (kg)
125
56.7
140
63.5
171
77.6

P2786

‡)RUXVHZLWK%HDPVXSWR3»4" (19.1)
Flanges and with
Channels P1000, P1100, P2000,
P3000, P3300, P3301,
P4000, P4001, P4100, and P4101.

3"
(76.2)

(85.7)

“A”
In (mm)
21»2 - 6
P2824-6
63.5 - 152.4
5 1» 2 - 9
P2824-9
139.7 - 228.6
81»2 - 12
P2824-12
215.9- 304.8

Wt/100 pcs: 91 Lbs (41.3 kg)

3

3 3⁄8"

A
Part
Number

EG GR HG

(6.4)

3
⁄16"
(4.8)

Clamp Requires
1
⁄2" Diameter Rod and
2 Hex Nuts (Sold Seperately)

3 1⁄2"
(88.9)

P2785

1

EG GR HG

1

Set Screw Included

(85.7)

Design Load Each
1000 Lbs (4.45 kN)
Use in Pairs Only

1

⁄4" (6.4)
Thick

‡,QFOXGHV-%ROW8%ROWDQG+H[1XWV
‡)RUXVHZLWK&KDQQHOV33
P2000, P3000, P3300, P3301, P4000, P4001,
P4100, and P4101.

3"
(76.2)

Wt/100 pcs: 112 Lbs (50.8 kg)

P2867A

EG GR HG

P2867B

EG GR HG

A

5"
(127.0)
1

⁄4" (6.4)

Thick

Solar
Unipier®

EG GR HG

1⁄ 2"

Telestrut

1 5¼8" Channel

Beam Clamps

Part
Number
P2867A
P2867A-9
P2867A-12
P2867A-15
P2867A-18

Beam
Size "A"
4"-6"
6"-9"
9"-12"
12"-15"
15"-18"

Wt/100 pcs
/EVNJ
151 (68.5)
157 (71.2)
166 (75.3)
176 (79.8)
185 (83.9)

A

81⁄4"
(209.6)
1

⁄4" (6.4)
Thick

3"
(76.2)

‡,QFOXGHV-%ROW8%ROWDQG+H[1XWV
‡)RUXVHZLWK&KDQQHO33333DQG3

3"
(76.2)

Part
Number
P2867B
P2867B-9
P2867B-12
P2867B-15
P2867B-18

Beam
Size "A"
4"-6"
6"-9"
9"-12"
12"-15"
15"-18"

Wt/100 pcs
/EVNJ
161 (73.0)
167 (75.7)
176 (79.8)
186 (84.4)
195 (88.5)

‡,QFOXGHV-%ROW8%ROWDQG+H[1XWV
‡)RUXVHZLWK&KDQQHO3DQG3

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

98

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

‡,QFOXGHV&HQWHU5RG8%ROWVDQG+H[1XWV
‡)RUXVHZLWK&KDQQHOV3333
P3300, P3301, P4000, P4001, P4100, and P4101.

P2868B
Part
Number
P2868B
P2868B-9
P2868B-12
P2868B-15
P2868B-18

81⁄4"
(209.6)

1

Beam
Size "A"
4"-6"
6"-9"
9"-12"
12"-15"
15"-18"

3"
(76.2)

‡,QFOXGHV&HQWHU5RG8%ROWVDQG+H[1XWV
‡)RUXVHZLWK&KDQQHOV33333DQG3

P2894

EG GR HG
A

Wt/100 pcs
/EVNJ
320 (145.1)
327 (148.3)
334 (151.5)
342 (155.1)
349 (153.3)

B
A

Thick

P2893

‡,QFOXGHV&HQWHU5RG8%ROWV
and Hex Nuts.
‡)RUXVHZLWK&KDQQHOV3
and P5501.

EG

EG
Material: Malleable Iron
7»8" Maximum Flange Thickness
Note: Tapped Hole on Top and Bottom

⁄4" (6.4)

3"
(76.2)

⁄4" (6.4)
Thick

Rod
Load
Wt/100
Part
Size “A”
“B”
Ratings
pcs
Number In In (mm) In (mm) Lbs (kN) Lbs (kg)
1» 4
11»8
11»4
150
23
P2894-25
28.6
31.8
.67
10.4
3» 8
2
2
350
95
P2894-37
50.8
50.8
1.56
43.1
1
»2
2 5» 8
21»2
400
195
P2894-50
66.7
63.5
1.78
88.5

P2895

Part
Number

B

3
⁄4"
(19.1)

2 1⁄4"
(57.2)

Material: Steel
Use With: 1»4" rod
Load Rating: 75 lbs. (.33 kN)

P2895-37
P2895-50
P2895-62

A

P2895-75
Wt/100 pcs: 14 lbs. (6.4 kg)

Material: Steel

Rod
Size
“A”
In In (mm)
3
»8
25»16
58.7
1» 2
21»4
57.2
5
»8
23»8
60.3
3
»4
21»4
57.2

Load
“B”
Ratings Wt/100 pcs
In (mm) Lbs (kN) Lbs (kg)
3»8
330
35
9.5
1.47
15.9
1»2
380
41
12.7
1.69
18.6
5»8
450
67
15.9
2.00
30.4
1»2
500
72
12.7
2.22
32.7

Rod
Size
“A”
In In (mm)
3
»8
111»16
42.9
1» 2
123»32
43.7
5
»8
115»16
49.2
3
»4
21»32
51.6

Load
“B”
Ratings Wt/100 pcs
In (mm) Lbs (kN) Lbs (kg)
1 3» 4
400
38
44.5
1.78
17.2
1 3» 4
400
52
44.5
1.78
23.6
2
450
68
50.8
2.00
30.8
2
600
128
50.8
2.67
58.1

P2896

3

⁄8"
(9.5)

Part
Number
P2896-37

B

3
⁄4"
(19.1)

P2896-50
P2896-62

Material: Malleable Iron,
Steel Set Screw

1
⁄2"
(12.7)

A

P2896-75

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

15⁄8" Framing System

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

99

Telestrut

3"
(76.2)

1

Nuts & Hardware

Thick

5"
(127.0)

Wt/100 pcs
/EVNJ
300 (136.1)
307 (139.3)
314 (142.2)
322 (146.1)
329 (149.2)

General Fittings

⁄4" (6.4)

Part
Beam
Number Size "A"
P2868A
4"-6"
P2868A-9
6"-9"
P2868A-12 9"-12"
P2868A-15 12"-15"
P2868A-18 15"-18"

Pipe/Conduit Supports

1

A

Electrical Fittings

3 3⁄ 8"
(85.7)

Wt/100 pcs
/EVNJ
282 (127.9)
289 (131.1)
296 (134.3)
304 (137.9)
311 (141.1)

Concrete Inserts

Part
Beam
Number Size "A"
P2868
4"-6"
P2868-9
6"-9"
P2868-12 9"-12"
P2868-15 12"-15"
P2868-18 15"-18"

A

EG GR HG

Solar

P2868A

EG GR HG

Unipier®

P2868

1 5¼8" Channel

Beam Clamps

P1386
Clamp Requires
1

1
⁄ 2"
(12.7)

Pipe/Conduit Supports
Electrical Fittings

P1000
P1100
P2000

25

1 ⁄32"
(45.2)

Design
Load Each
8VHLQ3DLUV2QO\
/EVN1
600
2.67
500
2.22
450
2.00

1

EG GR HG

⁄2" - 13 X 11⁄2"

Clamp Requires
⁄2" x 13⁄16"
Hex Head Cap Screw
and 1⁄2" Channel
Nut Not Included.

Set Screw Included

1

1"
(25.4)

Channel
Style
3
⁄ 8"
(9.5)

P1000

3 1⁄4"
(82.6)

1

⁄ 4"
(6.4)

P1100
P2000

Wt/100 pcs: 27 Lbs (12.2 kg)

Design
Load Each
8VHLQ3DLUV2QO\
Lbs (kN)
600
2.67
500
2.22
450
2.00

Wt/100 pcs: 75 Lbs (34.0kg)

P1272S, P1985S, P1986S

EG GR HG

1

1 ⁄4"
(31.8)

P3087
P3087A
P3087B
Channel
Adjusting Screws
Included

Flange
Thickness
In (mm)
Up to 3»4
Up to 19.1
Up to 3»4
Up to 19.1
7»8 to 2
22.2 - 50.8

Part
“A”
Number In (mm)
1» 4
P1272S
6.4
3» 8
P1985S
9.5
3» 8
P1986S
9.5

D

A

COLUMN INSERT

EG

Channel Design Pull
Part
Out Load
Number
Lbs (kN)
1,000
P1000
4.45
700
P1100
3.34
500
P2000
2.22
Safety factor of 3.

Design
Slip Load
Lbs (kN)
800
3.56
500
2.22
300
1.33

‡$GMXVWLQJ6FUHZV,QFOXGHG
‡8QLVWUXWFKDQQHOQRWLQFOXGHG
‡3DUWQXPEHU3FRQVLVWVRI
(1) piece P3087A,
(1) piece P3087B and
(2) set screws, 3»8" Dia.

Design Load
Per Pair
Wt/100
pcs
8VHLQ3DLUV2QO\
Lbs (kg)
Lbs (kN)
39
450
17.7
2.00
62
1,000
28.1
4.45
74
900
33.6
4.00

“D” Set
Screw
Included
» -16 x 11»2

38

» -13 x 11»2

12
1

»2-13 x 11»2

P3088

COLUMN INSERT
P3088A

P3088B
Channel
Adjusting Screws
Included

‡$GMXVWLQJ6FUHZV,QFOXGHG
‡8QLVWUXWFKDQQHOQRWLQFOXGHG
‡3DUWQXPEHU3FRQVLVWVRI
(1) piece P3088A,
(1) piece P3088B and
(2) set screws, 3»8" Dia.

A

A - 1"
(A - 25)

Wt/100 pcs: 136 Lbs (61.7 kg)

Channel Design Pull
Part
Out Load
Number
Lbs (kN)
1,000
P3300
4.45
700
P4100
3.11
500
P4000
2.22
Safety factor of 3.

Design
Slip Load
Lbs (kN)
800
3.56
500
2.22
300
1.33

A

A - 1"
(A - 25)

Wt/100 pcs: 120 Lbs (54.4 kg)

PLLC025

FLANGE CLAMP
Set Screw Torque = 3 Ft-Lb
Lock Nut Torque = 3.5 Ft-Lb

Cup point set screw
and lock nut included.
Z
40 Lbs.

X, Y are threaded holes.
U

W

Solar

Concrete Inserts

Channel
Style

⁄2" - 13 X 11⁄2"

Hex Head Cap Screw
and 1⁄2" Channel
Nut Not Included.

X

T

135 Lbs.

Y

Part
Number
PLLC025

S

Part
Number
PLLC025

Rod
Size
1» 4"

“Z” Set
Screw
Size
1» 4"

Wt/100 pcs
Lbs (kg)
16 (7.3)

Dimensions

V
Material: Malleable Iron.

Unipier®

P1379S

EG GR HG

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Beam Clamps

“S”
In (mm)
5» 8
15.9

“T”
In (mm)
1
25.4

“U”
In (mm)
17»16
36.5

“V”,“W”
In (mm)
3» 4
19.1

“X”,“Y”
In
1»4 X 20

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

100

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

FLANGE CLAMP
Safety Factor: 4
Part
Type of
Number Hole
PFL037
Clear
PFL037T Tapped
PFL050
Clear
PFL050T Tapped

T
V

PLF3075

9»16
14.3
1»2

Tapped
Hole

Tapped
Hole

FLANGE CLAMP

Threaded Rod & Nut
Not Included

Z
V
R

S

W
X

T

V

Safety Factor: 4
Material: Malleable Iron.

PLF9037

THRU

Part
Number

Rod
Size

PLF3037

38

PLF3050

12

PLF3062

58

PLF3075

3

»"
»"
»"
» 4"

Wt/100
pcs
Lbs (kg)
53
24
91
41
186
84
334
152

PLF9100

Dimensions
Part
“X”
Number In (mm)
1
PLF3037
25.4
13»8
PLF3050
34.9
113»16
PLF3062
46.0
23»16
PLF3075
55.6

“W”
In (mm)
0 - 13»16
0 - 30.2
0 - 19»16
0 - 39.7
0 - 23»16
0 - 55.6
0 - 1 3» 4
0 - 44.5

“V”
In (mm)
3»8
9.5
1»2
12.7
5»8
15.9
3» 4
19.1

“T“
In (mm)
9»32
7.1
11»32
8.7
1» 2
12.7
5» 8
15.9

“R”
In (mm)
11»2
38.1
115»16
49.2
211»32
59.5
3
76.2

“S”
In (mm)
7» 8
22.2
15»32
29.4
17»16
36.5
1 3» 4
44.5

FLANGE CLAMP

Threaded Rod & Nut
Not Included

S
Z
V

W

X
V

Material: Malleable Iron.

Max.
Allowable
Load
Torque
Lbs (kN) Ft-Lbs
270
15
1.20
450
29
2.00
900
69
4.00
1,350
130
6.01

T

Wt/100
Max.
pcs
Allowable
“X”
“V”
Part
Rod Lbs
Load
Torque
“W”
In
In
Number Size (kg)
Lbs (kN) Ft-Lbs (mm) In (mm) (mm)
3»4 - 111»16
1»2
55
440
15
1
PLF9037 3»8"
24.9
1.96
25.4 19.1 - 42.9 12.7
21»32
122
630
29
13»8
1 - 2 3» 8
PLF9050 1»2"
55.3
2.80
34.9 25.4 - 60.3 16.7
13
11»8 - 23»4
»16
200
1,260
69
111»16
PLF9062 5»8"
90.7
5.60
42.9 28.6 - 69.9 20.6
367
1,880
131
2
11»4 - 31»4
1
PLF9075 3»4"
166.5
8.36
50.8 31.8 - 82.6 25.4
3,150
173
3
13»4 - 33»4
1,101
11»2
PLF9100 1"
499.4
14.01
76.2 44.9 - 95.3 38.1
Safety Factor: 4

“T”
In
(mm)
3» 4
19.1
15»16
23.8
11»8
28.6
1 3» 8
34.9
23»16
55.6

“S”
In
(mm)
1
25.4
3
1 »16
30.2
13»8
34.9
13»4
44.5
21»2
63.5

Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated.
For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability.

15⁄8" Framing System

101

Nuts & Hardware

“Y”
In (mm)
7»16
11.1
3» 8

General Fittings

“X”
In (mm)
1
25.4
1
25.4
13»32
27.8
13»32
27.8

Pipe/Conduit Supports

THRU

Y

“W”
In(mm)
3»4
19.1
3»4
19.1
29»32
23.0
29»32
23.0

Electrical Fittings

PLF3037

X

“V”
In (mm)
7»8
22.2
7»8
22.2
1
25.4
1
25.4

Concrete Inserts

Set Screw Torque = 6 Ft-Lb
Lock Nut Torque = 16 Ft-Lb

“U”
In (mm)
19»16
39.7
19»16
39.7
123»32
43.7
123»32
43.7

Solar

U

Part
“T”
Number In (mm)
111»16
PFL037
42.9
111»16
PFL037T
42.9
2
PFL050
50.8
2
PFL050T
50.8

Unipier®

Material: Malleable Iron.

W

Max. Allowable
Load
Lbs (kN)
540 (2.40)
540 (2.40)
700 (3.11)
700 (3.11)

Wt/100 pcs
Lbs (kg)
28 (12.7)
28 (12.7)
40 (18.1)
40 (18.1)

Dimensions

Z

Cup point set screw
and lock nut included.

“Z” Set
Screw
Size
3» 8"
3» 8"
3
» 8"
3» 8"

Rod
Size
3» 8"
3» 8"
1
» 2"
1» 2"

Telestrut

PFL037 THRU PFL050T

1 5¼8" Channel

Beam Clamps

1 5¼8" Channel

Trolley Assemblies
P1834

CHANNEL TROLLEY SUPPORT

EG

P1834A

1 Hole
⁄16" (14.3) Dia.

9

1 5⁄8"

CHANNEL TROLLEY SUPPORT
1 Hole
9
⁄16" (14.3) Dia.

3 1⁄2"
(88.9)

(41.3)

3 25⁄32"

Requires 3»8" x 21»2" Bolt and 3»8" Nut
(not included)

Telestrut

(96.0)
2 Holes
7
⁄16" (11.1) Dia.

3 9⁄32"
(83.3)
2 Holes
7
⁄16" (11.1) Dia.

Design Load
1200 Lbs (5.34 kN)

1 1⁄32"

EG

Requires 3»8" x 21»2" Bolt and 3»8" Nut
(not included)
Design Load
2500 Lbs (11.12 kN)

1 1⁄32"

(26.2)

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

(26.2)

Wt/100 pcs: 102 Lbs (46.3 kg)

P2749, P2749N†

Electrical Fittings
Concrete Inserts

EG
1 1⁄4"

1 3⁄16"

(31.8)

(30.2)

⁄32" (7.1) Dia. Hole

⁄16"

1

1 ⁄4"

(19.1)

1 1⁄4"

(31.8)

1 13⁄32" 1 21⁄32"
(35.7)

3

⁄16"

Design
Part
Load
Number Lbs (kN)
50
P2749
.22
10
P2749N
.04

(31.8)

Clevis Material:
12 gauge.
*Wheel bearings are stainless steel, and
should not be lubricated.
† "N" indicates acetal wheels.

9

⁄32"

Wt/100
pcs
Lbs (kg)
21
9.5
13
5.9

P2750, P2750N†

EG
1 1⁄4"
(31.8)

9
⁄32" (7.1)
Dia. Hole

1

(14.3 x 7.1) Slots

7

⁄4"

Design
Part
Load
Number Lbs (kN)
100
P2750
.44
20
P2750N
.09

1" (25.4)

1" (25.4)
3 1⁄8"
(79.4)

Clevis Material: 12 gauge.
*Wheel bearings are stainless steel, and
should not be lubricated.
† "N" indicates acetal wheels.

⁄16"

(11.1)

(6.4)

1"

1"

4 ⁄32"

⁄4" (19.1) Dia.

(25.4)

1

1"

Part
Number
Clevis Material: 12 gauge.
*Wheel bearings are stainless steel, and
should not be lubricated.
† "N" indicates acetal wheels.

9

P2751
P2751N

P2950

EG
1 5⁄16"

3 Holes
9
⁄16" (14.3)
Dia.

(33.3)

(33.3)

1 3⁄16"

(30.2)

5

⁄ 8"

(15.9)

313⁄32"

(15.9)

13

⁄16"

9

15

⁄32" 1 ⁄16"

(7.1) (49.2)
1

⁄4" (6.4)

1 1⁄4"

(31.8)

Wt/100 pcs: 46 Lbs (20.9 kg)

Unipier®

1 3⁄16"

(30.2)

313⁄32"

(86.5)

9

15
⁄32" 1 ⁄16"

(7.1) (49.2)

1 5⁄16"

(20.6)

Design
Load
Wt/100 pcs
Lbs (kN) Lbs (kg)
100
63
.44
28.6
20
40
.09
18.1

⁄32"

(7.1)

15
13

⁄ 8"

⁄4" (6.4)

3 1⁄8"

⁄16"

5

(61.9)

(79.4)

EG

⁄16" (14.3) Dia. (86.5)

2 7⁄16"

(25.4)

Wt/100 pcs
Lbs (kg)
55
24.9
32
14.5

P2949

Hole

⁄4"

(6.4)

13

9

1

(105.6)

(30.2)

(43.7)

⁄16"x 9⁄32"

(25.4)
3

(42.1)

5

1 3⁄16"

1 23⁄32"

9

1"

(4.8) (7.1)

(11.1)

⁄ 4"

EG

(42.1)

7
3

P2751, P2751 N†

1 21⁄32"

9

(25.4)

Solar

Wt/100 pcs: 220 Lbs (99.8 kg)

FPM RPM
180

600

90

300

30

100

Design Load
In P1000
Lbs (kN)
150
.67
225
1.00
437
1.94

Wheel bearings are
stainless steel.
Do not lubricate.

⁄16"

(20.6)

15

13

(20.6)

⁄16"

⁄16"

(20.6)

1

⁄4" (6.4)

⁄16" (23.8)

(23.8)

3 1⁄2"

(88.9)

Wheel bearings are stainless
steel. Do not lubricate.

Design Load
In P1000
FPM RPM
Lbs (kN)
300
180 600
1.33
450
90 300
2.00
600
30 100
2.67

Wt/100 pcs: 110 Lbs (49.9 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
58

Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

102

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

5 3⁄8"

Part No.

5 3⁄8"

(136.5)

P1000

(136.5)

P1100
Right Hand

P1204 THRU P1208

WALL LADDER BRACKET

EG

P2454

DOUBLE PIPE AXLE SUPPORT

⁄16"

(20.6)

3"
(76.2)

Load Rating 4,000 Lbs (17.79 kN)

B

Part
“A”
“B”
Number In (mm) In (mm)
23»8
6
P1204
60.3
152.4
4 3» 8
8
P1205
111.1
203.2
10
6 3» 8
P1206
161.9
254.0
8 3» 8
12
P1207
212.7
304.8
103»8
14
P1208
263.5
355.6

2"
(50.8)

13

⁄16"

(20.6)

P1201, P1202, P1203

For 11»4" (31.8) Standard Pipe

Wt/100 pcs
Lbs (kg)
113
51.3
164
74.4
216
98.0
267
121.1
318
144.2

LADDER RUNG

General Fittings

A

75⁄8 "
(193.7)
3"
(76.2)

Wt/100 pcs: 310 Lbs (140.6 kg)

P2470-50, -75, -100

PIPE COUPLING FITTING

1 5⁄8"
(41.3)

⁄16"

A
13

Pipe Coupling
Part
Number

⁄16"

(20.6)

“A”
In (mm)
12
304.8
15
381.0
18
457.2

P1201
P1202
P1203

45° (.25Π) STAIR TREAD SUPPORT

P1944
8 7⁄8"
(225.4)

1

3 1⁄2"

3 ⁄2" (88.9)

1 1⁄16"

5 3⁄8"

Wt/100 pcs
Lbs (kg)
186
84.4
221
100.2
254
115.2

Part
Number

(136.5)

P2470-50

1

P2470-75

34

P2470-100

1

(225.4)
1

3 1⁄2"

3 ⁄2" (88.9)

»

1 1⁄16"
(27.0)

37 1⁄2°
(0.21π)

(88.9)

(88.9)
13

⁄16"

1 7⁄8"

(20.6)

(47.6)

3 3⁄4"

(95.3)

Wt/100 pcs: 220 Lbs (99.8 kg)

»2

Wt/100 pcs
Lbs (kg)
77
(34.9)
93
(42.2)
103
(46.7)

371»2° (.21Π) STAIR TREAD SUPPORT

P2655
8 7⁄8"

45°

(27.0) (0.25π)

Size
In

1 7⁄8"

13

⁄16"

(47.6)

(20.6)

3 3⁄4"

Solar

13

(20.6)

(95.3)

Wt/100 pcs: 213 Lbs (96.6 kg)

Standard Dimensions for 1 » PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP
Note : When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping.
58

15⁄8" Framing System

Electrical Fittings

13

P2000

Max.
Allowable Load
Gauge
Lbs (kN)
3,000
12
(13.34)
2,000
14
(8.90)
2,000
16
(8.90)

Concrete Inserts

Left Hand

Std.
“A”
Pipe
Wt/100
Part
Size
pcs
In
Number (mm) In (mm) Lbs (kg)
3
11»4
220
P2354 R-L
76.2
31.8
99.8
35»8
2
252
P2355 R-L
92.1
50.8
114.3

Vertical
Channel

Telestrut

A

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

103

Unipier®

A

Nuts & Hardware

REEL RACK SUPPORTS FOR 11»4" & 2" PIPE

Pipe/Conduit Supports

P2354 R-L, P2355 R-L

1 5¼8" Channel

Special Application Fittings

P1843

ADJ. HINGE CONNECTION

Telestrut

1 5¼8" Channel

Special Application Fittings & Seismic Retrofit Fittings
P1354A ADJ. HINGE CONNECTION

EG GR

EG GR

P1354

ADJ. HINGE CONNECTION

4"

2 3⁄16"

2 3⁄16"

(101.8)

(55.6)

(55.6)

EG GR

4"

2 3⁄16"

(101.6)

(55.6)

4"

General Fittings

Nuts & Hardware

(101.8)

Wt/100 pcs: 68 Lbs (30.8 kg)

SEISMIC PIVOT FITTINGS

Design
Load

Pipe/Conduit Supports
Concrete Inserts
Solar

Fitting Open

13⁄4"
(44.5)

Rotate Around
Rod to Close

45°
9
⁄16"
(14.3)
(TYP)

11⁄8"
(28.6)
7
Square 1 ⁄8"
Washer (47.6)
15⁄8"
⁄4" (41.3)
(6.4)

135°

SPF 100-050

R

SPF 100-062

Rivet
1
⁄2"
(12.7)

25⁄8"
(66.7)

Part
Number
SPF 100-037

41⁄8"
(104.8)

SPF 100-075

7
⁄8"
(22.2)

Notes:
1. Design load is limited to slip capacity of a channel nut at hole "R".
2. Allowable loads have been determined by the manufacturers testing, analysis and technical specifications.
3. For retrofit application, engineer of record must verify.
4. Square washer provided with fitting.
5. When a hanger rod is thru-bolted (in lieu of channel nut installation), higher transverse loads may be transmitted
due to the higher allowed rod shear loads compared to channel nut slip values. This higher load may be used with
verification through engineering calculations.

“R” - Hole
Diameter
In (mm)
7»16
11.1
9»16
14.3
11»16
17.5
13»16
20.6

Design
Load
Lbs (KN)
1,400
6.23
2,100
9.34
2,100
9.34
2,400
10.68

ADJUSTABLE SEISMIC PIVOT FITTINGS
3

⁄4 "
2" (19.1)
(50.8)

Design
Load

1

R

⁄2"
(12.7)

9
⁄16"
(14.3)

135°

25⁄8"
(66.7)

FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.
Notes:
1. Design load is limited to slip capacity of a channel nut at hole "R"..
2. Allowable loads have been determined by the manufacturers testing,
analysis and technical specifications at 45° from horizontal.
3. For retrofit application, engineer of record must verify.
4. Square washer provided with fitting.
5. When a hanger rod is thru-bolted (in lieu of channel nut installation),
higher transverse loads may be transmitted due to the higher allowed rod
shear loads compared to channel nut slip values. This higher load may
be used with verification through engineering calculations.

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Rod
Size
In (mm)
3» 8
SPF 200-037
9.5
1» 2
SPF 200-050
12.7
5» 8
SPF 200-062
15.9
3
»4
SPF 200-075
19.1
Safety Factor = 3.0

“R” - Hole
Diameter
In (mm)
7»16
11.1
9»16
14.3
11»16
17.5
13
»16
20.6

Part
Number

13⁄4"
(44.5)

104

Rod
Size
In (mm)
3
»8
9.5
1» 2
12.7
5
»8
15.9
3» 4
19.1

Safety Factor = 3
FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.

SPF® 200

30° - 60°

Unipier®

Wt/100 pcs: 109 Lbs (49.4 kg)

SPF® 100

1

Electrical Fittings

Wt/100 pcs: 89 Lbs (40.4 kg)

Design
Load
Lbs (KN)
1,400
6.23
2,100
9.34
2,100
9.34
2,400
10.68

Rotate Around
Rod to Close
Square
Washer
Rivet

9
⁄16"
(14.3)

1

⁄4"
(6.4)

15⁄8"
(41.3)

135°

1
⁄2"
(12.7)

3

3 ⁄8"

(85.7)

13⁄4"
(44.5)

17⁄8"
(47.6)

15⁄8" Framing System

30° - 60°

9
⁄16"
(14.3)

2"
(50.8)

13
⁄16"
(20.6)

R

2"
(50.8)

3
⁄8"
(9.5)

Welded Eye
135°

3
⁄8"
(9.5)

Notes:
1. Design load is limited to slip capacity of a channel nut at hole "R".
2. Allowable loads have been determined by the manufacturers testing, analysis and technical
specifications at 45° from horizontal.
3. For retrofit application, engineer of record must verify.
4. Square washer provided with fitting.
5. When a hanger rod is thru-bolted (in lieu of channel nut installation), higher transverse loads
may be transmitted due to the higher allowed rod shear loads compared to channel nut slip
values. This higher load may be used with verification through engineering calculations.

Nuts & Hardware

13⁄4"
(44.5)

Rotate Around
Rod to Close

SPF® 400

SEISMIC PIVOT FITTINGS
Rod
Size
In (mm)
3» 8
9.5
1
»2
12.7
5» 8
15.9
3» 4
19.1

Part
Number
SPF 400-037
SPF 400-050
SPF 400-062
SPF 400-075
13⁄4"

FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.

(44.5)
2"
(50.8)

9

⁄16"

(14.3)

R

Horizontal Design Load

2"
(50.8)

3

⁄8"

(9.5)

“R” - Hole
Diameter
In (mm)
7»16
11.1
9»16
14.3
11»16
17.5
13»16
20.6

Wire
Rope
Diameter
In (mm)
3
»16
4.8

Engagement Tab
3

⁄8" (9.5)

Notes:
1. Allowable loads have been determined by the manufacturers
testing, analysis and technical specifications.
2. Galvanized wire rope, 7 x 19 IWSC, RHRL (Prestretched).
3. Torque on nut/spacer: 50 ft-lbs.
4. Safety Factor of 3 for prestreched cable..

4-Way Splayed
Transverse
lbs (kN)
1050
4.67

Longitudinal
lbs (kN)
1116
4.96

Single Cable
Transverse
lbs (kN)
650
2.89

LOAD
LOAD

Rotate Around
Rod to Close

Unipier®

Slotted
Spacer

Square
Washer
3

Solar

LOAD
Slotted
Bolt

Nut

⁄ 16" Galvanized
Cable
Gripper

15⁄8" Framing System

General Fittings

13⁄4"
(44.5)

Design
Load
Lbs (KN)
1,400
6.23
2,100
9.34
2,100
9.34
2,400
10.68

Pipe/Conduit Supports

Rod
“R” - Hole
Size
Diameter
In (mm) In (mm)
3» 8
7»16
SPF 300-037
9.5
11.1
1» 2
9»16
SPF 300-050
12.7
14.3
5» 8
11»16
SPF 300-062
15.9
17.5
3
13»16
»4
SPF 300-075
19.1
20.6
Safety Factor = 3.0
FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.
Part
Number

Electrical Fittings

Design
Load

Telestrut

SEISMIC PIVOT FITTINGS

Concrete Inserts

SPF® 300

1 5¼8" Channel

Seismic Retrofit Fittings

105

LS 410

SEISMIC PIVOT FITTINGS
15⁄8"
(41.3)

R

Telestrut

1 5¼8" Channel

Seismic Retrofit Fittings

135°

Nuts & Hardware
General Fittings

Diameter

Number

In (mm)
3» 8
9.5
1» 2
12.7
5» 8
15.9
3» 4
19.1

In (mm)
7»16
11.1
9»16
14.3
11»16
17.5
13»16
20.6

LS 410-037

2"
(50.8)

LS 410-062
LS 410-075

Note:
1. Allowable loads have been determined by the manufacturers testing, analysis and technical specifications.
2. For retrofit application, engineer of record must verify.
3. Torque on nut/spacer: 50 ft-lbs.
4. Square washer provided with fitting.
5. Loads are the same as the SPF 400

FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.

LS 500

SEISMIC PIVOT FITTINGS
Cable,
Fixed

Pipe/Conduit Supports
Electrical Fittings

⁄16"
(14.3)

“R” - Hole

Size

LS 410-050
R

R

21⁄2"
(63.5)

Part
Number
LS 500-037

R

2"
(50.8)

Cable
096
5
1 ⁄ 8"
120
(41.3)
144
Example
180
LS500-037-096
240
Cable Length
300
Anchor Size
360
Fitting Number
480

LS 500-050

Length
8' (2.4M)
10' (3.0M)
12' (3.6M)
15' (4.5M)
20' (6.1M)
25' (7.6M)
30' (9.1M)
40' (12.2M)

LS 500-062
LS 500-075

Anchor
Size
In (mm)
3» 8
9.5
1
»2
12.7
5» 8
15.9
3
»4
19.1

“R” - Hole
Diameter
In (mm)
7»16
11.1
9»16
14.3
11»16
17.5
13»16
20.6

FINISH
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1.

Note:
1. Allowable loads have been determined by the manufacturers testing, analysis and technical specifications.
2. For retrofit application, engineer of record must verify.
3. Square washer provided with fitting.
4. Loads are the same as the SPF 400

Unipier®

Solar

Concrete Inserts

9

2 1⁄ 2"
(63.5)

Anchor
Part

106

15⁄8" Framing System

PIPE/CONDUIT SUPPORTS
Pipe/Conduit Clamps .....................................................108 - 111
Unicushion® ............................................................................ 112
Pipe & Tubing (Cush-A-Clamp®) Clamps .......................113 - 115
Pipe & Tubing (Cush-A-Grip® & Cush-A-Therm™) Clamps...... 116
Pipe Hangers ........................................................................... 117
Pipe Rollers .....................................................................117 - 119
Pipe Brackets ........................................................................... 119
Reference Tables ............................................................120 - 126

MATERIAL

DIMENSIONS

Unistrut pipe clamps, unless noted, are punch-press made
from hot-rolled, pickled and oiled steel plates, strip or coil,
and conform to ASTM specifications A1008, A575, A576,
A635, or A36. The fitting steel also meets the physical
requirements of ASTM A1011 SS GR 33. The pickling of the
steel produces a smooth surface free from scale.

Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

DESIGN BOLT TORQUE

Many items are also available in stainless steel.

BOLT SIZE

Consult factory for ordering information.

Rec.Torque
Ft/Lbs 1‡P

6
(8)

11
(15)

Max Torque
Ft/Lbs 1‡P

7
(9)

15
(20)

FINISHES
Pipe supports are available in:
UÊ 
iVÌÀœ‡}>Û>˜ˆâi`Ê­
®]ÊVœ˜vœÀ“ˆ˜}Ê̜Ê
ASTM B633 Type III SC1
UÊ œÌ‡`ˆ««i`Ê}>Û>˜ˆâi`Ê­®]ÊVœ˜vœÀ“ˆ˜}Ê̜Ê
ASTM A123 or A153 (hardware)
UÊ Àii˜Ê*œÜ`iÀÊ
œ>ÌÊ­,®]ÊVœ˜vœÀ“ˆ˜}Ê̜Ê
commercial standards for Powder Coating, and plain
(PL).

APPLICATION

1

»4"-20

5

»16"-18

3

»8"-16

»2"-13

5

19
(26)

50
(68)

100
(136)

125
(170)

25
(34)

70
(95)

125
(170)

135
(183)

1

»8"-11

»4"-10

3

Note: When tightening 1⁄4" screws used with a two piece
pipe clamp, a torque of 5 foot pounds (60 inch-pounds)
should be used.

DESIGN LOAD
Design load data, where shown, is based on the ultimate
strength of the connection with a safety factor of 5.0, unless otherwise noted.

Unistrut pipe clamps, pipe hangers, brackets and rollers
are designed for the support of electrical and mechanical
services. Supports to meet nearly every requirement can be
attained using Unistrut Metal Framing components.

Pipe Clamps In Special Materials (P1109, P1211, P1425, P2024 Series)
Material
Steel Strap, Everdur Hardware

Add Suffix to P/N

Example

E

P1109 E

Copper Coated Steel Strap & Hardware

CC

P1109 CC

Aluminum.

AL

P1109 AL

SS or ST

P1109 SS

Stainless Steel 304 or 316

107

1 5¼8" Channel

Pipe & Conduit Pictorial Index
Pipe & Conduit Clamps

P1211 - Pg 109

P1425 - Pg 109

P2024 - Pg 110

P1563 - Pg 109

P2008 - Pg 109

P2558 - Pg 110

P3409 - Pg 111

J1205 - Pg 117

Electrical Fittings

P2600 - Pg 112

004T008 - Pg 113

004M007 - Pg 114

UB1⁄2PA - Pg 115

CG-10 - Pg 116

PUX3834 - Pg 116

P2474 - Pg 117

P2474-1 - Pg 118

P2475 - Pg 118

P2476 - Pg 119

Pipe Brackets

P2481 - Pg 119

P2243 - Pg 119

P2482 - Pg 119

P1109 THRU P1126

1 1⁄4"

Design Load

Unipier®

PIPE CLAMPS FOR RIGID STEEL CONDUIT

Part
No.

(31.8)

Solar

Concrete Inserts

MU025 - Pg 111

Pipe Rollers

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

P1109 - Pg 108

Conduit
Size
In

P1109

3

P1111

12

P1112

3

P1113

1

P1114

11»4

P1115

1»

P1117

2

»8
»

»4

12

O.D.
Size
In (mm)
0.675
17.1
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
1.900
48.3
2.375
60.3

Thickness Wt/100 Design
pcs
Load
Gauge
(mm)
Lbs (kg) Lbs (kN)
16
10
400
1.5
4.5
1.78
16
11
400
1.5
5.0
1.78
14
15
600
1.9
6.8
2.67
14
17
600
1.9
7.7
2.67
14
19
600
1.9
8.6
2.67
12
29
800
2.7
13.2
3.56
12
34
800
2.7
15.4
3.56

Part
No.

Conduit
Size
In

P1118

2 1» 2

P1119

3

P1120

31»2

P1121

4

P1123

5

P1124

6

P1126

8

O.D.
Size
In (mm)
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3
5.563
141.3
6.625
168.3
8.625
219.1

EG HG

Thickness Wt/100 Design
pcs
Load
Gauge
(mm)
Lbs (kg) Lbs (kN)
12
40
800
2.7
18.1
3.56
12
47
800
2.7
21.3
3.56
11
62
1,000
3.0
28.1
4.45
11
67
1,000
3.0
30.4
4.45
11
80
1,000
3.0
36.3
4.45
10
102
1,000
3.4
46.3
4.45
10
130
1,000
3.4
59.0
4.45

Slotted hex head screw and nut included with EG or HG Finish.

108

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

15⁄8" Framing System

P1211 THRU P1217
UNIVERSAL CLAMPS FOR RIGID OR THINWALL CONDUIT

EG HG

1 1⁄ 4"

Part
No.
P1425
P1426
P1427
P1428
P1429
P1430
P1431
P1118
P1119
P1120
P1121

Conduit
Size
In (mm)
3» 8
9.5
1» 2
12.7
3» 4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
21 » 2
63.5
3
76.2
31»2
88.9
4
101.6

O.D.
Size
In (mm)
0.577
14.7
0.706
17.9
0.922
23.4
1.163
29.5
1.510
38.4
1.740
44.2
2.197
55.8
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3

Thickness
Gauge (mm)
16
1.5
16
1.5
16
1.5
14
1.9
14
1.9
12
2.7
12
2.7
12
2.7
12
2.7
11
3.0
11
3.0

Wt/100
pcs
Lbs (kg)
9
4.1
11
5.0
12
5.4
15
6.8
18
8.2
29
13.2
33
15.0
40
18.1
47
21.3
62
28.1
67
30.4

P1563 THRU P1573
PARALLEL CLAMPS FOR RIGID CONDUIT AND PIPE

Design
Load
Lbs (kN)
400
1.78
400
1.78
400
1.78
600
2.67
600
2.67
800
3.56
800
3.56
800
3.56
800
3.56
1,000
4.45
1,000
4.45

EG

Part
No.
P1211
P1212
P1213
P1214
P1215
P1217

P2008

THRU

P2020

Conduit Thickness
Size
Gauge
In (mm)
(mm)
1» 2
16
12.7
1.5
3» 4
16
19.1
1.5
1
16
25.4
1.5
11»4
14
31.8
1.9
11»2
14
38.1
1.9
2
14
50.8
1.9

ONE HOLE CLAMP FOR O.D. TUBING

Slotted hex head
screw and nut
included.

1 3⁄ 8"
(34.9)

Wt/100
pcs
Lbs (kg)
10
4.5
11
5.0
12
5.4
18
8.2
20
9.1
22
10.0

Design
Load
Lbs (kN)
400
1.78
400
1.78
400
1.78
600
2.67
600
2.67
600
2.67

EG HG

1
⁄4" X 3⁄4" Round Head
Machine Screw
and Channel Nut
Not Included

1 1⁄ 4"

(31.8)

Part
No.
P1563
P1564
P1565
P1566
P1567
P1568
P1569
P1570
P1571
P1572
P1573

Pipe Size
In (mm)
3» 8
9.5
1» 2
12.7
3
»4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
21»2
63.5
3
76.2
31»2
88.9
4
101.6

15⁄8" Framing System

O.D. Size
In (mm)
0.675
17.1
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
1.900
48.3
2.375
60.3
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3

Thickness
Gauge (mm)
14
1.9
14
1.9
14
1.9
14
1.9
14
1.9
12
2.7
12
2.7
12
2.7
12
2.7
12
2.7
12
2.7

Wt/100 pcs
Lbs (kg)
27
12.2
29
13.2
30
13.6
31
14.1
38
17.2
40
18.1
47
21.3
66
29.9
78
35.4
87
39.5
90
40.8

Finish: Electro-galvanized and Aluminum
Part
No.
P2008
P2009
P2010
P2012
P2014
P2016
P2018
P2020

O.D. Tube
Thickness Wt/100 pcs
Size In (mm) Gauge (mm)
Lbs (kg)
1» 4
16
4
6.4
1.5
1.8
5
»16
16
5
7.9
1.5
2.3
3» 8
16
5
9.5
1.5
2.3
1
»2
16
6
12.7
1.5
2.7
5» 8
14
8
15.9
1.9
3.6
3
»4
14
9
19.1
1.9
4.1
7» 8
14
10
22.2
1.9
4.5
1
14
11
25.4
1.9
5.0

Unipier®

Finish: Electro-galvanized.

Telestrut

Design Load

Nuts & Hardware

Design Load

Slotted hex head screw
and nut included with EG
or HG Finish.

General Fittings

(31.8)

(31.8)

Pipe/Conduit Supports

Slotted hex head
screw and nut
included with EG
or HG Finish.

Electrical Fittings

1 1⁄ 4 "

Concrete Inserts

EG HG

Solar

P1425 THRU P1431
PIPE CLAMPS FOR THIN WALL CONDUIT (E.M.T.)

1 5¼8" Channel

Pipe & Conduit Clamps

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

109

P2024

THRU

P2070-84

1 1⁄ 4 "
(31.8)

Design Load

Slotted hex head screw and nut
included with EG or HG Finish.

P2024 - P2029
P2030 - P2035
P2037 - P2052
P2053 - P2066
P2067 - P2070-84

16 ga.
14 ga.
12 ga.
11 ga.
10 ga.

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Pipe & Conduit Clamps

P2558-5

THRU

PIPE CLAMPS FOR O.D. TUBING
O.D.
Size
In (mm)
1»4 (6.4)
3»8 (9.5)
1»2 (12.7)
5»8 (15.9)
3»4 (19.1)
7
»8 (22.2)
1 (25.4)
11»8 (28.6)
11»4 (31.8)
13»8 (34.9)
11»2 (38.1)
15»8 (41.3)
13»4 (44.5)
17»8 (47.6)
2 (50.8)
21»8 (54.0)
21»4 (57.2)
23»8 (60.3)
21»2 (63.5)
25»8 (66.7)
23»4 (69.9)
27»8 (73.0)
3 (76.2)
31»8 (79.4)
31»4 (82.6)
33»8 (85.7)
31»2 (88.9)
35»8 (92.1)
33»4 (95.3)
37»8 (98.4)
4 (101.6)
41»8 (104.8)
41»4 (108.0)
43»8 (111.1)
41»2 (114.3)
45»8 (117.5)
43»4 (120.7)

Part
Number
P2024
P2025
P2026
P2027
P2028
P2029
P2030
P2031
P2032
P2033
P2034
P2035
P1430
P2037
P2038
P2039
P2040
P1117
P2042
P2043
P2044
P1118
P2046
P2047
P2048
P2049
P1119
P2051
P2052
P2053
P1120
P2055
P2056
P2057
P1121
P2059
P2060

Wt/100
pcs
Lbs (kg)
8 (3.6)
8 (3.6)
9 (4.1)
10 (4.5)
11 (5.0)
12 (5.4)
14 (6.4)
15 (6.8)
16 (7.3)
17 (7.7)
18 (8.2)
19 (8.6)
29 (13.2)
28 (12.7)
31 (14.1)
32 (14.5)
33 (15)
34 (15.4)
35 (15.9)
37 (16.8)
38 (17.2)
40 (18.1)
41 (18.6)
43 (19.5)
45 (20.4)
46 (20.9)
47 (21.3)
56 (25.4)
58 (26.3)
60 (27.2)
62 (28.1)
62 (28.1)
64 (29.0)
66 (29.9)
67 (30.4)
70 (31.8)
72 (32.7)

P2558-60

P2558-05
P2558-07

Concrete Inserts

A ± 1⁄8 "

P2558-10

C

P2558-12

Supporting
Rib on
P2558-60

Solar

P2558-15
P2558-20
P2558-25

Hardware sold separately.
Hole
Size B

P2558-30
P2558-35

Unipier®

P2558-40
P2558-50
P2558-60

110

400
(1.78)

600
(2.67)

800
(3.56)

Part
Number
P2061
P2062
P2063
P2064
P2065
P2066
P2067
P2068
P2069
P2070
P2070-61
P2070-62
P2070-63
P2070-64
P1124
P2070-66
P2070-67
P2070-70
P2070-71
P2070-72
P2070-73
P2070-74
P2070-75
P2070-76
P2070-77
P2070-80
P2070-81
P2070-82
P2070-83
P2070-84
P1126

O.D.
Size
In (mm)
47»8 (123.8)
5 (127.0)
51»8 (130.2)
51»4 (133.4)
53»8 (136.5)
51»2 (140.0)
55»8 (142.9)
53»4 (146.1)
57»8 (149.2)
6 (152.4)
61»8 (155.6)
61»4 (158.8)
63»8 (161.9)
61»2 (165.1)
65»8 (168.3)
63»4 (171.5)
67»8 (174.6)
7 (177.8)
71»8 (181.0)
71»4 (184.2)
73»8 (187.3)
71»2 (190.5)
75»8 (193.7)
73»4 (196.9)
77»8 (200.0)
8 (203.2)
81»8 (206.4)
81»4 (209.6)
83»8 (212.7)
81»2 (215.9)
85»8 (219.1)

Wt/100
pcs
Lbs (kg)
73 (33.1)
74 (33.6)
76 (34.5)
77 (34.9)
78 (35.4)
79 (35.8)
88 (39.9)
90 (40.8)
92 (41.7)
94 (42.6)
96 (43.5)
98 (44.5)
99 (44.9)
100 (45.4)
102 (46.3)
104 (47.2)
106 (48.1)
108 (49.0)
110 (49.9)
112 (50.8)
114 (51.7)
116 (52.6)
117 (53.1)
119 (54.0)
121 (54.9)
123 (55.8)
125 (56.7)
126 (57.2)
128 (58.1)
129 (58.5)
130 (59.0)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Design
Load
Lbs (kN)

1000
(4.45)

1000
(4.45)

SINGLE PIECE PIPE STRAP
Part No.

Design Load

Design
Load
Lbs (kN)

EG HG

EG GR HG

Nom. Pipe
A
“B”
C
Thickness Wt/100 pcs Design Load
Size In ,QPP ,QPP ,QPP ,QPP
/EVNJ
/EVN1
1» 2
27»8
23
73.0
10.4
3» 4
31»8
26
79.4
11.8
9
7»16
1» 8
»32
500
1
33»8
31
85.7
14.1
7.1
11.1
3.2
2.22
11»4
33»4
35
95.3
15.9
11»2
37»8
39
98.4
17.7
3
2
5 »4
94
146.1
42.6
61»4
114
2 1» 2
158.8
51.7
3
6 7» 8
133
174.6
60.3
11
1
7»16
1
3
1,000
»16
»4
3 »2
7 »8
152
187.3
68.9
11.1
17.5
6.4
4.45
176
4
7 7» 8
200.0
79.8
5
9
198
228.6
89.8
6
10
225
254.0
102.1

15⁄8" Framing System

P3417

STAND-OFF PIPE CLAMPS

Part
No.

Pipe Size
In (mm)
3» 8
P3409
9.5
1
»2
P3411
12.7
3
»4
P3412
19.1
1
P3413
25.4
11»4
P3414
31.8
11»2
P3415
38.1
2
P3417
50.8
Safety factor of 5

A B
E

C
D

Load “D”
Lbs (kN)
100
0.44
150
0.67
175
0.78
200
0.89
300
1.33
400
1.78
500
2.22

Load “E”
Lbs (kN)
25
0.11
35
0.16
40
0.18
50
0.22
70
0.31
80
0.36
120
0.53

A
In (mm)
11»8
28.6
11»4
31.8
15»16
33.3
11»2
38.1
111»16
42.9
1 3» 4
44.5
2
50.8

B
In (mm)
21»8
54.0
25»16
58.7
21»2
63.5
23»4
69.9
31»4
82.6
31»2
88.9
4
101.6

C Gauge Wt/100 pcs
(mm)
Lbs (kg)
14
14
1.9
6.4
14
15
1.9
6.8
14
19
1.9
8.6
14
22
1.9
10.0
12
34
2.7
15.4
11
49
3.0
22.2
10
55
3.4
24.9

MUSTANG UNIVERSAL ONE-PIECE PIPE, CONDUIT (GRC, EMT & IMC) AND TUBING CLAMPS

Part No.
MU025
MU037
MU050
MU075
MU100
MU125

H

MU150
MU200
MU250
MU300
MU350
MU400

Trade Size O.D.
Min
Max
In (mm)
In (mm)
0.375
0.5
9.5
13.7
0.5
0.7
12.7
17.1
0.63
0.84
15.9
21.3
0.88
1.05
22.2
26.7
1.13
1.32
28.6
33.4
1.38
1.66
34.9
42.2
1.63
1.90
41.3
48.3
2.13
2.38
54.0
60.3
2.63
2.88
66.7
73.0
3.13
3.50
79.4
88.9
3.63
4.00
92.1
101.6
4.13
4.50
104.8
114.3

Height Above Channel "H"
Min
Max.
In (mm)
In (mm)
1 3» 4
2
44.5
50.8
17»8
21»8
47.6
54.0
2
2 1» 4
50.8
57.2
2 1» 4
21»2
57.2
63.5
23»8
23»4
60.3
69.9
2 3» 4
31»8
69.9
79.4
3
3 3» 8
76.2
85.7
33»8
37»8
85.7
98.4
4 1» 4
45»8
108.0
117.5
4 7» 8
53»8
123.8
136.5
5 1» 4
57»8
133.4
149.2
53»4
63»8
146.1
161.9

Unipier®

Finish: Electro-galvanized.
Clamps are 14 ga.

Nominal Trade
Size
In (mm)
1» 4
6.4
3» 8
9.5
1» 2
12.7
3
»4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
21»2
63.5
3
76.2
31»2
88.9
4
101.6

EG

Electrical Fittings

MU400

Concrete Inserts

THRU

Solar

MU025

Pipe/Conduit Supports

General Fittings

Hardware included.
Finish: Electro-galvanized.
Pipe Clamp 11»4" Wide

O.D. Size
In (mm)
0.675
17.1
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
1.900
48.3
2.375
60.3

EG HG

Telestrut

THRU

Nuts & Hardware

P3409

1 5¼8" Channel

Pipe & Conduit Clamps

15⁄8" Framing System

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

111

P2600

UNICUSHION®: ISOLATION MATERIAL
Wt/Carton: 2.5 Lbs (1.1 kg)
UNICUSHION FEATURES








Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

UNICUSHION®

‡IHHWSHUFDUWRQ
‡&XWWROHQJWKDVVKRZQLQFKDUWEHORZ

s3HOCKABSORPTION
s0ROTECTIONFROMCORROSIONANDABRASION
s!LLOWANCEFOREXPANSIONANDCONTRACTIONINPIPEDIAMETER
s3OUNDANDVIBRATIONISOLATION
s3TABILITYINUSEFROM
 &
 #	TO & #	
s&LEXIBLEELASTOMERMATERIAL
s7ILLNOTSUPPORTCOMBUSTION

UNICUSHION® CLAMP SELECTION GUIDE
STANDARD PIPE OR
RIGID CONDUIT

EMT CONDUIT
Nominal
Size
3» 8 "
1
» 2"
3» 4 "
1"
11»4"
11»2"
2"

Use
with
Clamp
P1426
P1111
P1112
P2032
P2035
P2037
P1117

UNICUSHION
Length
In (mm)
13»4 (44.5)
21»8 (54.0)
23»4 (69.9)
35»8 (92.1)
43»4 (120.7)
51»2 (139.7)
63»4 (171.5)

COPPER TUBING TYPE K OR L

Nominal
Size
3» 8"
1
» 2"
3» 4"
1"
11»4"
11»2"
2"
21»2"
3"
31»2"
4"
5"
6"

Use
with
Clamp
P1111
P2030
P2031
P2034
P2037
P2038
P2042
P2046
P2051
P2055
P2059
P2067
P2070-66

UNICUSHION
Length
In (mm)
21»8 (54.0)
3 (76.2)
31»4 (82.6)
41»4 (108.0)
51»4 (133.4)
6 (152.4)
71»2 (190.5)
9 (228.6)
11 (279.4)
121»4 (311.2)
14 (355.6)
171»2 (444.5)
203»4 (527.1)

O. D.
Size
In (mm)
31»8 (79.4)
31»4 (82.6)
33»8 (85.7)
31»2 (88.9)
35»8 (92.1)
33»4 (95.3)
37»8 (98.4)
4 (101.6)
41»8 (104.8)
41»4 (108.0)
43»8 (111.1)
41»2 (114.3)
45»8 (117.5)
43»4 (120.7)
47»8 (123.8)
5 (127.0)
51»8 (130.2)
51»4 (133.4)
53»8 (136.5)
51»2 (139.7)
55»8 (142.9)
53»4 (146.1)
57»8 (149.2)

Use
With
Clamp
P2048
P2049
P1119
P2051
P2052
P2053
P1120
P2055
P2056
P2057
P1121
P2059
P2060
P2061
P2062
P2063
P2064
P2065
P2066
P2067
P2068
P2069
P2070

UNICUSHION
Length
In (mm)
10 (254.0)
101»2 (266.7)
103»4 (273.1)
11 (279.4)
111»4 (285.8)
111»2 (292.1)
113»4 (298.5)
12 (304.8)
121»2 (317.5)
13 (330.2)
131»2 (342.9)
14 (355.6)
141»4 (362.0)
143»4 (374.7)
15 (381.0)
151»2 (393.7)
16 (406.4)
161»4 (412.8)
161»2 (419.1)
17 (431.8)
171»2 (444.5)
173»4 (450.9)
181»4 (463.6)

Nominal
Size
1» 4"
3
» 8"
1» 2"
5» 8"
3
» 4"
1"
11»4"
11»2"
2"
21»2"
3"
3 1» 2"
4"
5"
6"
8"

Use
with
Clamp
P2026
P2027
P2028
P2029
P2030
P2032
P2034
P1430
P2040
P2044
P2048
P2052
P2056
P2064
P2070-62
P2070-82

UNICUSHION
Length
In (mm)
11»16 (27.0)
11»2 (38.1)
21»8 (54.0)
21»4 (57.2)
3 (76.2)
35»8 (92.1)
41»2 (114.3)
51»4 (133.4)
63»4 (171.5)
81»4 (209.6)
10 (254.0)
111»4 (285.8)
121»2 (317.5)
16 (406.4)
19 (482.6)
25 (635.0)

O. D.
Size
In (mm)
6 (152.4)
61»8 (155.6)
61»4 (158.8)
63»8 (161.9)
61»2 (165.1)
65»8 (168.3)
63»4 (171.5)
67»8 (174.6)
7 (177.8)
71»8 (181.0)
71»4 (184.2)
73»8 (187.3)
71»2 (190.5)
75»8 (193.7)
73»4 (196.9)
77»8 (200.0)
8 (203.2)
81»8 (206.4)
81»4 (209.6)
83»8 (212.7)
81»2 (215.9)

Use
With
Clamp
P2070-61
P2070-62
P2070-63
P2070-64
P1124
P2070-66
P2070-67
P2070-70
P2070-71
P2070-72
P2070-73
P2070-74
P2070-75
P2070-76
P2070-77
P2070-80
P2070-81
P2070-82
P2070-83
P2070-84
P1126

UNICUSHION
Length
In (mm)
181»2 (469.9)
19 (482.6)
191»4 (489.0)
193»4 (501.7)
20 (508.0)
201»2 (520.7)
21 (533.4)
211»4 (539.8)
213»4 (552.5)
22 (558.8)
221»2 (571.5)
223»4 (577.9)
231»4 (590.6)
231»2 (596.9)
24 (609.6)
241»2 (622.3)
243»4 (628.7)
25 (635.0)
251»2 (647.7)
26 (660.4)
261»4 (666.8)

UNICUSHION® CLAMP CUTTING GUIDE
O. D.
Size
In (mm)
1
»4 (6.4)
3»8 (9.5)
1»2 (12.7)
5»8 (15.9)
3
»4 (19.1)
7
»8 (22.2)
1 (25.4)
11»8 (28.6)
11»4 (31.8)
13»8 (34.9)
11»2 (38.1))
15»8 (41.3)
13»4 (44.5)
17»8 (47.6)
2 (50.8)
21»8 (54.0)
21»4 (57.2)
23»8 (60.3)
21»2 (63.5)
25»8 (66.7)
23»4 (69.9)
27»8 (73.0)
3 (76.2)

112

Use
With
Clamp
P2025
P2026
P2027
P2028
P2029
P2030
P2031
P2032
P2033
P2034
P2035
P1430
P2037
P2038
P2039
P2040
P1117
P2042
P2043
P2044
P1118
P2046
P2047

UNICUSHION
Length
In (mm)
7
»8 (22.2)
11»16 (27.0)
11»2 (38.1)
21»8 (54.0)
21»4 (57.2)
3 (76.2)
31»4 (82.6)
35»8 (92.1)
4 (101.6)
41»2 (114.3)
47»8 (123.8)
51»4 (133.4)
51»2 (139.7)
6 (152.4)
61»2 (165.1)
63»4 (171.5)
71»4 (184.2)
71»2 (190.5)
8 (203.2)
81»4 (209.6)
83»4 (222.3)
91»4 (235.0)
91»2 .3(241.3)

15⁄8" Framing System

»8

14

008T012

12

»

38

010T014

58

»

12

Includes cushion, clamp and hardware.

012T016

34

»

58

Temperature Rating:

 &TO &
 #TO #	

014T018

78

34

016T020

1

018T022

11»8

020T024

11»4

022T026

13»8

024N028

11»2

026N030

15»8

028N032

13»4

030N034

17»8

032N036

2

034N040

21»8

038N044

23»8

040N046

21»2

042N048

25»8

046N052

27»8

050N054

3

050N056

31»8

053N060

35»16

056N062

31»2

058N064

35»8

064N072

4

066N074

41»8

069N076

45»16

072N080

41»2

082N090

51»8

098N106

61»8

B

Materials:
Clamp: Electro-galvanized or stainless steel.
Cushion: Thermoplastic elastomer. (UV Resistant)

Insert Width: 1.56" (39.6)
Part Numbers are "coded" to designate cushion size and
clamp size. Examples:
004T008

»
»
»
»

1

4

004 - Cushion Size ⁄16" (6.4)
T - With Controlled Squeeze Shoulder Bolt
Available on sizes up to 1 3⁄8"
008 - Clamp Size 8⁄16" (12.7)

009N012 009 - Cushion Size 9⁄16" (14.3)
N - With Standard Bolt
012 - Clamp Size 12⁄16" (19.1)

Pipe Series Assembly
Dimensions
Wt/100
Nominal
“A”
“B”
“C”
“D”
pcs
Pipe
Part No.
Size In(mm) In(mm) In(mm) In(mm) Lbs(kg)
0.54
0.98
1.34
0.43
13
1» 4
009N012
13.7
24.9
34.0
10.9
5.9
0.67
1.13
1.54
0.49
14
3
011N014
»8
17.0
28.7
39.1
12.4
6.4
0.84
1.29
1.82
0.58
15
1» 2
014N018
21.3
32.8
46.2
14.7
6.8
1.05
1.5
1.95
0.7
17
3» 4
017N022
26.7
38.1
49.5
17.8
7.7
1.76
2.34
0.81
19
1.31
021N026
1
33.3
44.7
59.4
20.6
8.6
1.66
2.17
2.73
0.99
35
027N032
11»4
42.2
55.1
69.3
25.1
15.9
1.9
2.35
2.86
1.09
39
030N034*
11»2
48.3
59.7
72.6
27.7
17.7
2.37
2.82
3.67
1.41
49
038N044
2
60.2
71.6
93.2
35.8
22.2
2.87
3.32
4.17
1.66
57
046N052
21»2
72.9
84.3
105.9
42.2
25.9
3.5
3.95
4.79
1.97
55
056N062
3
88.9
100.3
121.7
50.0
24.9
4
4.45
5.42
2.28
88
064N072
31»2
101.6
113.0
137.7
57.9
39.9
4.5
4.95
5.92
2.53
110
072N080
4
114.3
125.7
150.4
64.3
49.9
5.56
6.01
6.92
3.06
130
089N096
5
141.2
152.7
175.8
77.7
59.0
6.62
7.07
8.23
3.59
140
106N114
6
168.1
179.6
209.0
91.2
63.5

15⁄8" Framing System

»

»

11»4

11»2

2

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

113

Telestrut

3

“Living
Hinge”

Wt/100
pcs
Lbs(kg)
10
4.5
11
5.0
13
5.9
14
6.4
14
6.4
15
6.8
17
7.7
18
8.2
18
8.2
20
9.1
33
15.0
35
15.9
37
16.8
39
17.7
46
20.9
47
21.3
49
22.2
51
23.1
55
24.9
57
25.9
60
27.2
60
27.2
62
28.1
55
24.9
70
31.8
88
39.9
94
42.6
100
45.4
110
49.9
125
56.7
130
59.0

Nuts & Hardware

006T010

D

»

“D”
In(mm)
0.27
6.9
0.33
8.4
0.4
10.2
0.46
11.7
0.52
13.2
0.58
14.7
0.65
16.5
0.7
17.8
0.77
19.6
0.83
21.1
0.9
22.9
0.96
24.4
1.02
25.9
1.09
27.7
1.15
29.2
1.27
32.3
1.41
35.8
1.46
37.1
1.53
38.9
1.66
42.2
1.78
45.2
1.78
45.2
1.9
48.3
1.97
50.0
2.03
51.6
2.28
57.9
2.34
59.4
2.4
61.0
2.53
64.3
2.84
72.1
3.34
84.8

General Fittings

14

Dimensions
“B”
“C”
In(mm) In(mm)
0.62
0.98
15.7
24.9
0.82
1.13
20.8
28.7
0.94
1.34
23.9
34.0
1.06
1.54
26.9
39.1
1.2
1.68
30.5
42.7
1.31
1.82
33.3
46.2
1.44
1.95
36.6
49.5
1.57
2.08
39.9
52.8
1.7
2.21
43.2
56.1
1.82
2.34
46.2
59.4
1.95
2.47
49.5
62.7
2.07
2.6
52.6
66.0
2.2
2.73
55.9
69.3
2.35
2.86
59.7
72.6
2.45
3.04
62.2
77.2
2.57
3.23
65.3
82.0
2.82
3.67
71.6
93.2
2.94
3.79
74.7
96.3
3.1
3.92
78.0
99.6
3.3
4.17
84.3
105.9
3.6
4.42
90.7
112.3
3.6
4.42
90.7
112.3
4.0
4.75
100.6
120.7
4.0
4.79
100.3
121.7
4.2
4.99
106.7
126.7
4.5
5.42
113.0
137.7
4.6
5.54
116.1
140.7
5.0
5.84
126.0
148.3
5.0
5.92
125.7
150.4
5.6
6.54
141.5
166.1
6.6
7.54
166.9
191.5

Pipe/Conduit Supports

004T008

C

“A”
In(mm)
0.25
6.4
0.37
9.4
0.5
12.7
0.62
15.7
0.75
19.1
0.87
22.1
1
25.4
1.12
28.4
1.25
31.8
1.37
34.8
1.5
38.1
1.62
41.1
1.75
44.5
1.9
48.3
2
50.8
2.12
53.8
2.37
60.2
2.5
63.5
2.62
66.5
2.87
72.9
3
76.2
3.12
79.2
3.31
84.1
3.5
88.9
3.62
91.9
4
101.6
4.12
104.6
4.34
110.2
4.5
114.3
5.12
130.0
6.12
155.4

Electrical Fittings

Copper
Water Pipe
1RPLQDO

Copper &
Steel Tube
O. D. Size

Concrete Inserts

Tube Series Assembly
Part
Number

A

EG

Solar

Controlled Squeeze
Shoulder Bolt
on sizes up to 13⁄8" OD

CUSH-A-CLAMP® ASSEMBLY

Unipier®

004T008 THRU 098N106, 009N012 THRU 106N114

1 5¼8" Channel

Pipe & Tubing Clamps

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Pipe & Tubing Clamps
004M007

THRU

034M040

CUSH–A–CLAMP® ASSEMBLY OMEGA SERIES™

EG

F

A

G

E

Includes clamp and cushion.
Materials: Clamp: ZD or stainless steel.
Cushion: Thermoplastic elastomer.

D

E

H

C

J

B

Note: Not to be used with Unistrut Channel.
Can be mounted to any flat surface.

Part
Number

Copper
& Steel
Tubing
O. D.
In

Copper
Water
Pipe
1RPLQDO
In

Pipe
Size
1RPLQDO
In

004M007

1

»4

006M008

3

»8

14

008M011

1

»2

38

»

14

010M013

5

»8

12

38

012M015

34

»

58

014M017

7

»8

34

016M019

1

»

»

»

12

»

34

»

018M021

11»8

020M024

11»4

1

021M026

1

022M026

1 3» 8

024M028

11»2

026M030

1 5» 8

027M032

11»4

11»2
11»4

028M032

1 3» 4

030M034

1 7» 8

032M036

2

034M040

2 1» 8

038M044

114

»

»

018M020

082M090

»

11»2

2
5 1» 8

Dimensions
“A”
In (mm)
0.25
6.4
0.37
9.4
0.5
12.7
0.62
15.7
0.75
19.1
0.87
22.1
1
25.4
1.05
26.7
1.12
28.4
1.25
31.8
1.31
33.3
1.37
34.8
1.5
38.1
1.62
41.1
1.66
42.2
1.75
44.5
1.87
47.5
2
50.8
2.12
53.8
2.37
60.2
5.12
130.0

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

“B”
In (mm)
1.8
46.0
1.9
48.3
2.2
55.9
2.3
58.9
2.4
61.2
2.6
65.0
2.7
68.1
2.7
68.1
2.8
71.6
3.0
76.2
3.1
79.2
3.1
79.2
3.7
92.7
3.8
95.8
3.9
99.1
3.9
99.1
4.0
102.1
4.2
105.4
4.4
111.8
4.7
119.6
7.6
194.1

“C”
In (mm)
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.06
1.5
0.08
2.0
0.08
2.0
0.08
2.0
0.08
2.0
0.08
2.0
0.1
2.5
0.1
2.5
0.1
2.5
0.1
2.5
0.1
2.5
0.1
2.5
0.1
2.5

“D”
In (mm)
0.6
15.2
0.65
16.5
0.8
20.3
0.86
21.8
0.9
22.9
0.98
24.9
1.04
26.4
1.04
26.4
1.11
28.2
1.2
30.5
1.26
32.0
1.26
32.0
1.42
36.1
1.48
37.6
1.55
39.4
1.55
39.4
1.61
40.9
1.67
42.4
1.8
45.7
1.94
49.3
3.41
86.6

“E”
In (mm)
0
5.1
0
5.1
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
6.6
0
8.4
0
8.4
0
8.4
0
8.4
0
8.4
0
8.4
0
10.2

“F”
In (mm)
0.53
13.5
0.62
15.7
0.82
20.8
0.94
23.9
1.03
26.2
1.18
30.0
1.31
33.3
1.31
33.3
1.44
36.6
1.65
41.9
1.76
44.7
1.76
44.7
1.93
49.0
2.07
52.6
2.21
56.1
2.21
56.1
2.33
59.2
2.46
62.5
2.71
68.8
2.96
75.2
5.83
148.1

“G”
In (mm)
0.48
12.2
0.62
15.7
0.75
19.1
0.87
22.1
1.01
25.7
1.03
26.2
1.25
31.8
1.25
31.8
1.33
33.8
1.47
37.3
1.71
43.4
1.71
43.4
1.88
47.8
2
50.8
2.12
53.8
2.12
53.8
2.25
57.2
2.38
60.5
2.62
66.5
2.88
73.2
6.75
171.5

“H”
In (mm)
0.62
15.7
0.62
15.7
0.75
19.1
0.75
19.1
0.75
19.1
0.75
19.1
0.75
19.1
0.75
19.1
0.75
19.1
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8
1.25
31.8

“J”
In (mm)
0.78
19.8
0.81
20.6
0.98
24.9
0.98
24.9
0.98
24.9
0.98
24.9
0.98
24.9
0.98
24.9
0.98
24.9
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6
1.56
39.6

Wt/100 pcs
Lbs (kg)
3.4
1.5
4.0
1.8
5.5
2.5
6.0
2.7
6.5
2.9
7.1
3.2
7.8
3.5
8.1
3.7
8.4
3.8
17
7.7
20
9.1
19
8.6
20
9.1
23
10.4
32
14.5
32
14.5
34
15.4
36
16.3
41
18.6
44
20.0
120
54.4

15⁄8" Framing System

UB12PA

CUSH–A–CLAMP® ASSEMBLY U-BOLT SERIES

E

A

30°
(0.2π)

D
B

H

EG

Telestrut

THRU

Nuts & Hardware

UB1¼2PA

C
8" thru 12" assembly.

» " thru 6" assembly.

12

8%»3$
UB2PA
8%»3$
UB3PA
8%»3$
UB4PA
UB5PA
UB6PA
UB8PA
UB10PA
UB12PA

15⁄8" Framing System

“F”
In (mm)
1» 4
6.4
»

H
» -20 UNC-2B

14

1

»4-20 UNC-2B

6.4
»

» -20 UNC-2B

14

6.4
»

» -16 UNC-2B

38

9.5
»

»8-16 UNC-2B

3

9.5
»

» -16 UNC-2B

38

9.5
»

»2-13 UNC-2B

1

12.7
»

» -13 UNC-2B

12

12.7
»

» -13 UNC-2B

12

12.7
»

» -13 UNC-2B

12

12.7
»

1

»2-13 UNC-2B

12.7
»

» -11 UNC-2B

58

15.9
»

» -11 UNC-2B

58

15.9
»

» -10 UNC-2B

34

19.1
»

19.1

»4-10 UNC-2B

3

Pipe/Conduit Supports

“E”
In (mm)
1
17.0
0.8
19.8
0.9
23.1
1.1
27.4
1.2
30.2
1.5
36.8
1.7
42.9
2.0
50.8
2.3
57.2
2.5
63.5
3.0
77.0
3.6
90.4
4.6
115.8
5.7
144.3
6.7
169.7

Wt/100
pcs
Lbs (kg)
9
4.1
10
4.5
12
5.4
36
16.3
32
14.5
42
19.1
72
32.7
84
38.1
93
42.2
102
46.3
123
55.8
123
55.8
243
110.2
492
223.2
563
255.4

Electrical Fittings

8%»3$

Dimensions
“C”
“D”
In (mm)
In (mm)
0.68
1.5
17.3
38.1
0.7
1.6
17.3
40.6
0.7
1.7
17.3
43.2
1.2
2.1
31.5
53.3
1.2
2.2
31.5
55.9
1.2
2.5
31.5
63.5
1.2
3.0
31.5
76.2
1.2
3.3
31.5
83.8
1.2
3.7
31.5
94.0
1.2
3.9
31.5
99.1
1.2
4.5
31.5
114.3
1.4
5.4
36.6
137.2
1.4
6.4
36.6
162.6
1.7
7.7
41.9
195.6
1.7
8.7
41.9
221.0

Concrete Inserts

UB1PA

“B”
In (mm)
1.6
40.6
1.8
45.7
2.1
52.1
2.5
64.5
2.8
70.6
3.3
84.3
3.9
98.6
4.5
114.3
5.0
127.0
5.5
139.7
6.6
167.4
7.8
198.4
9.8
249.9
12.3
311.2
14.3
362.0

Solar

8%»3$

“A”
In (mm)
0.84
21.3
1.1
26.7
1.3
33.3
1.7
42.2
1.9
48.3
2.4
60.2
2.9
72.9
3.5
88.9
4.0
101.6
4.5
114.3
5.6
141.2
6.6
168.1
8.6
218.9
10.8
273.1
12.8
323.9

Unipier®

8%»3$

Pipe Size
1RPLQDO
In (mm)
1» 2
12.7
3
»4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
2 1» 2
63.5
3
76.2
3 1» 2
88.9
4
101.6
5
127.0
6
152.4
8
203.2
10
254.0
12
304.8

General Fittings

Includes U bolt, cushion, and hardware.
Materials:
U Bolt: Electro-galvanized finish or Type 316SS
Cushion: Thermoplastic elastomer.
Note: Not intended for use with metal framing components due to the length of the
thread.

Part
Number

1 5¼8" Channel

Pipe & Tubing Clamps

115

1 5¼8" Channel

Pipe & Tubing Clamps
CG-10

THRU

CG-40
17⁄16"

C

D

(36.5)
Captured
Nylon Lock-Nut

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

B

Concrete Inserts
Solar

Hex
Bolt

Size
Range

V-Pad

"V" Pad

15⁄ 8" Series
Channel

Part
Number
CG-10
CG-20

"V" Pad

A

CG-30
CG-40

Includes Cushion, V-pad, and Hardware.
Materials: Cushion: Thermoplastic elastomer.
Hardware: Stainless Steel with Captured Nylon Locknut
Temperature Rating:
-40°F to +275°F (-40°C to 135°C)

O.D.
Tube Sizes
In(mm)
1
3»8
1»2
»4
6.4
9.5
12.7
3»4
7»8
5» 8
15.9 19.1
22.2
7
»8
1
11»8
22.2 25.4
28.6
1
11»8
11»4
25.4 28.6
31.8

Part
Number

Nominal
Pipe
Size

CG-10

14

CG-20

38

CG-30

12

CG-40

34

»
»
»
»

“A”
In(mm)
115»16
49.2
2 3» 8
60.3
29»16
65.1
211»16
68.3

Nominal
Pipe Sizes
In(mm)
1»4
6.4
3»8
1 »2
9.5
12.7
3»4
19.1
3»4
1
19.1 25.4

Diameters
In(mm)
0.25 - 0.54
6.4 - 13.7
0.62 - 0.87
15.7 - 22.1
0.87 - 1.12
22.1 - 28.4
1.00 - 1.31
25.4 - 33.3

Dimensions
“B”
“C”
In(mm) In(mm)
3
3»8
1 »8
34.9
9.5
7»16
1 5» 8
41.3
11
7»16
113»16
46.0
11
7»16
115»16
49.2
11

“D”
In(mm)
3»16
4.8
1»4
6.4
5»16
7.9
5»16
7.9

PUX1234 THRU PUX41810

1. Insulation slides
over pipes

2. Pipe hanger inserts
are put in place and
glued to insuation.

Nominal 3⁄4" Wall
Part
Number
PUX3834
PUX1234
PUX5834

PUX7834
PUX11834
PUX13834
PUX15834
PUX21834
PUX23834
PUX25834
PUX31834
PUX35834
PUX41834

116

Hole
Size
In(mm)
3»8 ID
9.5
1»2 ID
12.7
5»8 ID
15.9
3»4 ID
19.1
7»8 ID
22.2
11»8 ID
28.6
13»8 ID
34.9
15»8 ID
41.3
21»8 ID
54.0
23»8 ID
60.3
25»8 ID
66.7
31»8 ID
79.4
35»8 ID
92.1
41»8 ID
104.8

PullOut
Load
Lbs(kN)
500
2.22
500
2.22
500
2.22
500
2.22
Hex Head
Cap Screw
& Lock Nut
1»4-20 x 11»2"
» -20 x 2"

14

» -20 x 2"

14

» -20 x 2"

14

Slip
Load
/EVN1
40
0.18
40
0.18
40
0.18
40
0.18
Wt/100
pcs
Lbs(kg)
4
1.8
6
2.7
8
3.6
8
3.6

CUSH–A–THERM™

The only airtight, crush-resistant insulation
clamp on the market.
UÊ>ˆ˜Ì>ˆ˜ÃÊ̅iÀ“>ÊL>ÀÀˆiÀÊ«ÀœÌiV̈œ˜
UÊ*ÀiÛi˜ÌÃÊVœ˜`i˜Ã>̈œ˜
UÊ*Àœ«iÀÞÊÃÕ««œÀÌÃÊ«ˆ«iÊ>˜`ÊÌÕLi
UÊ
LÜÀLÃÊۈLÀ>̈œ˜

PUX3434

Unipier®

CUSH–A–GRIP®

3. Joints are wrapped
and sealed with
ProTape.

Nominal 1" Wall
Copper
Nom. I.D.
In(mm)
1» 4
6.4
3» 8
9.5
1» 2
12.7
5» 8
15.9
3» 4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
21»4
57.2
21»2
63.5
3
76.2
31»2
88.9
4
101.6

O.D.
In(mm)
3» 8
9.5
1» 2
12.7
5» 8
15.9
3» 4
19.1
7» 8
22.2
11»8
28.6
13»8
34.9
15»8
41.3
21»8
54.0
23»8
60.3
25»8
66.7
31»8
79.4
35»8
92.1
41»8
104.8

IPS
In(mm)
1» 4
6.4
3» 8
9.5
1» 2
12.7
3
»4
19.1
1
25.4
11»4
31.8
2
50.8
31»2
88.9

O.D.
In(mm)
1.81
46.0
1.89
48.0
2.05
52.1
2.22
56.4
2.44
62.0
2.76
70.1
3.19
81.0
3.35
85.1
3.86
98.0
4.29
109.0
4.87
123.7
5
127.0
5.94
150.9
6.14
156.0

Length
In(mm)
2.17
55.1
2.17
55.1
2.17
55.1
2.17
55.1
2.17
55.1
2.17
55.1
2.56
65.0
2.58
65.5
2.56
65.0
2.96
75.2
2.96
75.2
3.35
85.1
3.94
100.1
3.94
100.1

Part
Number
PUX5810
PUX3410
PUX7810
PUX11810
PUX13810
PUX15810
PUX21810
PUX23810
PUX25810
PUX31810
PUX35810
PUX41810

Hole
Size
In(mm)
5»8 ID
15.9
3»4 ID
19.1
7»8 ID
22.2
11»8 ID
28.6
13»8 ID
34.9
15»8 ID
41.3
21»8 ID
54.0
23»8 ID
60.3
25»8 ID
66.7
31»8 ID
79.4
35»8 ID
92.1
41»8 ID
104.8

Copper
Nom. I.D.
In(mm)
1» 2
12.7
5» 8
15.9
3» 4
19.1
1
25.4
11»4
31.8
11»2
38.1
2
50.8
21»4
57.2
21»2
63.5
3
76.2
31»2
88.9
4
101.6

O.D.
In(mm)
5» 8
15.9
3» 4
19.1
7» 8
22.2
11»8
28.6
1 3» 8
34.9
15»8
41.3
21»8
54.0
23»8
60.3
25»8
66.7
31»8
79.4
35»8
92.1
41»8
104.8

IPS
In(mm)
3» 8
9.5
1»2
12.7
3» 4
19.1
1
25.4
11»4
31.8
2
50.8
31»2
88.9

O.D.
In(mm)
2.54
64.5
2.82
71.6
2.82
71.6
3.06
77.7
3.33
84.6
3.65
92.7
4.16
105.7
3.92
99.6
4.87
123.7
5.14
130.6
6.48
164.6
6.48
164.6

Length
In(mm)
2.2
55.1
2.2
55.1
2.2
55.1
2.2
55.1
2.6
65.0
2.6
65.0
2.6
65.0
2.6
65.0
3.0
75.2
3.4
85.1
3.9
100.1
3.9
100.1

15⁄8" Framing System

J1210
J1212
J1215
J1220

Plastic Coated
("N" Suffix)

J1225
J1230
J1235
J1240
Plastic Coated

J1250

"T" Bolt and Nut Included

J1260

Rod
Size A

C

Bolt
Size F
Hole
Diameter E

BD

J1280

J1205N
J1207N
J1210N*
J1212N
J1215N*
J1220N*
J1225N
J1230N*
J1235N
J1240N*
J1250N
J1260N*
J1280N

Pipe
Size
“A”
In In (mm)
1» 2
3»8
9.5
3» 4
3»8
9.5
3» 8
1
9.5
3»8
11»4
9.5
3»8
11»2
9.5
3
2
»8
9.5
1»2
21»2
12.7
1» 2
3
12.7
1»2
31»2
12.7
5
4
»8
15.9
5
5
»8
15.9
3
6
»4
19.1
7
»8
8
22.2

“B”
“C”
In (mm) In (mm)
25 » 8
1
66.7
25.4
27 » 8
1
73.0
25.4
3
1
76.2
25.4
31 » 4
1
82.6
25.4
31 » 2
1
88.9
25.4
33 » 4
11»8
95.3
28.6
43 » 8
11»8
111.1
28.6
47 » 8
11»8
123.8
28.6
51 » 8
11»8
130.2
28.6
6 1» 8
11»8
155.6
28.6
6 3» 4
11»8
171.5
28.6
7 3» 4
11»4
196.9
31.8
9 1» 4
11»4
235.0
31.8

“D”
“E”
In (mm) In (mm)
13»32
2
50.8
10.3
13»32
21»4
57.2
10.3
13»32
2 3» 8
60.3
10.3
13»32
21»2
63.5
10.3
13»32
25»8
66.7
10.3
13»32
2 5» 8
66.7
10.3
9»16
3 5» 8
92.1
14.3
9»16
4
101.6
14.3
9»16
4 1» 4
108.0
14.3
9»16
51»8
130.2
14.3
9»16
53»4
146.1
14.3
9»16
61»2
165.1
14.3
9
8
»16
203.2
14.3

“F”
Load
In (mm) Lbs (kN)
1 » 4 x 2 1» 4
400
[
1.78
1 » 4 x 2 1» 4
400
[
1.78
1 » 4 x 2 1» 2
400
[
1.78
1 » 4 x 2 3» 4
400
[
1.78
1»4 x 3
400
[
1.78
1 » 4 x 3 1» 2
400
[
1.78
3 » 8 x 4 1» 2
800
3.56
[
3»8 x 5
800
[
3.56
3»8 x 6
800
[
3.56
3»8 x 6
800
[
3.56
3 »8 x 7 1»2
800
[
3.56
3 »8 x 8 1»2
1,000
[
4.45
3»8 x 10
1,200
[
5.34

EG GR

Pipe/Conduit Supports

J1207

Wt/100
pcs
Lbs (kg)
21
9.5
22
10.0
25
11.3
29
13.2
31
14.1
35
15.9
74
33.6
81
36.7
88
39.9
182
82.6
203
92.1
236
107.0
458
207.7

Part
No.

4"
In (mm)
9
228.6

*Standard glass drainline and glass process pipe sizes. Minimum safety factor of five (5) on ultimate load.

Hanger Rod Suspended

P2474

PIPE ROLLER FOR 1¼2" - 4" PIPE
Chart for Dimension A
Saddle by
others.

2 1⁄ 2"
(63.5)
A

Cast iron rollers.

Pipe
Size
In
1

»2

34

»

Sold in pairs.
1
Requires 2 each »2" x »16" bolts and
1»2" channel nuts per assembly. Sold
separately.
1

15

11»4
11»2
Design Load
500 Lbs (2.22kN)

2
21»2
3
3 1» 2

Wt/100 pcs: 268 Lbs (121.6 kg)

15⁄8" Framing System

4

No
Insulation
In (mm)
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 1» 2
165.1
6 5» 8
168.3

1"
In (mm)
61»2
165.1
61»2
165.1
61»2
165.1
61»2
165.1
61»2
165.1
65»8
168.3
65»8
168.3
7
177.8
7
177.8
71»4
184.2

11¼2"
In (mm)
6 5» 8
168.3
6 5» 8
168.3
6 7» 8
174.6
6 7» 8
174.6
7 1» 8
181.0
7 1» 8
181.0
7 1» 2
190.5
7 1» 2
190.5
7 5» 8
193.7

Insulation Thickness
2"
21¼2"
In (mm) In (mm)
6 7» 8
174.6
6 7» 8
174.6
7 1» 8
73»8
181.0
187.3
7 1» 8
73»8
181.0
187.3
7 3» 8
71»2
187.3
190.5
7 3» 8
71»2
187.3
190.5
7 3» 4
77»8
196.9
200.0
7 3» 4
77»8
196.9
200.0
7 7» 8
8
200.0
203.2

3"
In (mm)
8
203.2
8
203.2
81»8
206.4
81»8
206.4
83»8
212.7

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

117

Electrical Fittings

J1205

Wt/100
pcs
Lbs (kg)
20
9.1
21
9.5
24
10.9
27
12.2
29
13.2
33
15.0
71
32.2
78
35.4
85
38.6
178
80.7
199
90.3
231
104.8
449
203.7

Concrete Inserts

Part
No.

Unipier®

Hex Bolt
Size as Listed

Telestrut

Rod Size A
Listed

Nuts & Hardware

EG

General Fittings

"J" CONDUIT & PIPE HANGER

Solar

J1205 THRU J1280, J1205 N THRU J 1280 N (PLASTIC COATED)

1 5¼8" Channel

Pipe Hangers

P2474-1

THRU

P2474-4

PIPE ROLLER FOR 1" - 8" PIPE
Part
Number
Parts are shipped loose and are easily assembled
during installation.

P2474-2

P2474-4

Nuts & Hardware
General Fittings
Pipe/Conduit Supports

P2474-1

Chart for Roller Part Number Selection

2 1⁄2"
(63.5)

Saddle by
others.

A

Electrical Fittings

Design Load
750 Lbs (3.34 kN)

P2474-3

Telestrut

1 5¼8" Channel

Pipe Rollers

‡3LSHUROOHUZLOOILWVWDQGDUGVDGGOHV
‡6HOHFWSURSHUUROOHUIURPFKDUW
‡5HTXLUHVHDFK1»2" x 15»16" bolts and 1»2"
channel nuts per assembly. Sold separately.

Pipe Size
In

No
Insulation

12

¼

3

EG GR

A
In (mm)
6 3» 4
171.5
7 1» 2
190.5
8 1» 2
215.9
99»16
242.9

Wt/100 pcs
Lbs (kg)
299
135.6
304
137.9
311
141.1
319
144.7

Insulation Thickness
1" (25.4)

12

1 ¼ " (38.1)

2" (50.8)

21¼2" (63.5)

3" (76.2)

4" (101.6)

P2474-1

P2474-1

P2474-1

P2474-2

-

-

-

¼4

P2474-1

P2474-1

P2474-1

P2474-2

-

-

-

1

P2474-1

P2474-1

P2474-1

P2474-2

-

-

-

1 1¼ 4

P2474-1

P2474-1

P2474-1

P2474-2

-

-

-

1 1¼ 2

P2474-1

P2474-1

P2474-2

P2474-2

P2474-2

-

-

2

P2474-1

P2474-1

P2474-2

P2474-2

P2474-2

-

-

2 1¼ 2

P2474-1

P2474-1

P2474-2

P2474-2

P2474-2

-

-

3

P2474-1

P2474-2

P2474-2

P2474-3

P2474-3

P2474-3

-

3 1¼ 2

P2474-1

P2474-2

P2474-2

P2474-3

P2474-3

P2474-3

-

4

P2474-1

P2474-2

P2474-2

P2474-3

P2474-3

P2474-3

-

5

P2474-2

P2474-3

P2474-3

P2474-3

P2474-3

P2474-4

P2474-4

6

P2474-2

P2474-3

P2474-3

P2474-3

P2474-3

P2474-4

P2474-4

8

P2474-2

P2474-3

P2474-4

P2474-4

P2474-4

P2474-4

P2474-4

P2475

PIPE ROLLER FOR 6" - 16" PIPE

EG GR

Material: Cast iron rollers.
‡5HTXLUHVHDFK1»2" x 15»16" bolts
and 1»2" channel nuts per assembly.
Sold separately.

2"
(50.8)

Chart for Dimension A
Sold in pairs.

3 1⁄2"
3 3⁄4"
(88.9) TO (95.3)

3"
(76.2)

Concrete Inserts

A

Design Load
1500 Lbs (6.67 kN)

Saddle by
others.

Pipe
Size
In
6
8
10
12

Wt/100 pcs: 680 Lbs (308.4 kg)

14
16

No
Insulation
In (mm)
9 1» 2
241.3
101»8
257.2
103»4
273.1
111»4
285.8
115»8
295.3
121»8
308.0

Insulation Thickness
1"
In (mm)
101»4
260.4
*
*
*
*
*

1 1¼ 2"
In (mm)
101»2
266.7
11
279.4
115»8
295.3
121»8
308.0
121»2
317.5
13
330.2

2"
In (mm)
103»4
273
113»8
288.9
12
304.8
121»2
317.5
127»8
327.0
133»8
339.7

2 1¼ 2"
In (mm)
11
279.4
113»4
298.5
121»4
311.2
123»4
323.9
13
330.2
137»8
352.4

3"
In (mm)
113»8
288.9
12
304.8
121»2
317.5
13
330.2
133»8
339.7
14
355.6

4"
In (mm)
117»8
301.6
121»2
317.5
13
330.2
131»2
342.9
14
355.6
141»2
368.3

Unipier®

Solar

(*Not used for this size)

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

118

15⁄8" Framing System

‡5HTXLUHVHDFK1»2" x 15»16" bolts
and 1»2" channel nuts per assembly.
Sold separately.

Chart for Dimension A
Pipe
Size
In

Saddle by
others.
Design Load
2000 Lbs (8.90 kN)

16

3"
(76.2)

3 1⁄4"
(82.6)

Material: Cast iron rollers.

A

18
20
24

Insulation Thickness
1 1¼ 2"
In (mm)
135»8
346.1
141»8
358.8
151»4
387.4

2"
In (mm)
14
355.6
141»2
368.3
151»2
393.7

21¼2"
In (mm)
137»8
352.4
141»8
358.8
143»4
374.7
157»8
403.2

3"
In (mm)
14
355.6
141»2
368.3
15
381.0
161»8
409.6

4"
In (mm)
141»2
368.3
15
381.0
151»2
393.7
165»8
422.3

Wt/100 pcs: 1046 Lbs (474.5 kg)

P2481

PIPE SUPPORT BRACKET

P2482

PIPE SUPPORT BRACKET

P2243

PIPE BLOCK

3

⁄8"

1

⁄ 4"

(6.4)

3 1⁄2"

(9.5)
3

4 ⁄ 8"
(111.1)

Hole Size 7⁄16" (11.1)

(88.9)

Pipe/Conduit Supports

1"
(25.4)

3"
(76.2)

4"
(101.6)

4"

Clamp Requires bolt and
channel nut.
Sold seperately

(101.6)

Design Load (Upright Channel)
P1000
P1100
P2000
Lbs (kN)
Lbs (kN)
Lbs (kN)
85
85
85
0.38
0.38
0.38

Wt/100 pcs
Lbs (kg)
139
63.0

Design Load (Upright Channel)
P1000
P1100
P2000
Lbs (kN)
Lbs (kN)
Lbs (kN)
185
120
95
0.82
0.53
0.42

For 2" (50.8) to 8" (203.2) Pipes

Wt/100 pcs: 40 Lbs (18.1 kg)

Unipier®

Solar

Concrete Inserts

Wt/100 pcs
Lbs (kg)
90
40.8

For 2" pipe to 3" pipe.

Electrical Fittings

For 1»2" pipe to 11»2" pipe.

Telestrut

2"
(50.8)

EG GR

Nuts & Hardware

PIPE ROLLER FOR 16" - 24" PIPE

General Fittings

P2476

1 5¼8" Channel

Pipe Brackets

Standard Dimensions for 15»8PPZLGWKVHULHVFKDQQHOILWWLQJV(Unless Otherwise Shown on Drawing)
Hole Diameter: 9»16PP+ROH6SDFLQJ)URP(QG13»16PP+ROH6SDFLQJ2Q&HQWHU7»8PP:LGWK5»8PP7KLFNQHVV1»4PP

15⁄8" Framing System

119

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Pipe & Conduit Reference Data

Nominal
Pipe Dia.
¼ 4"
PP

T

3

S
T

1"
25.4mm

F
S
T

1 1¼ 4"
31.8mm

F
S
T

1¼"
38.1mm
12

F
S
T

2"
50.8mm

F
S

Pipe/Conduit Supports

T
2 1¼ 2"
63.5mm

F
S
T

3"
76.2mm

F
S

Electrical Fittings

T
4"
101.6mm

F
S
T

5"
127.0mm

F

Unipier®

Solar

Concrete Inserts

S
T
6"
152.4mm

F
S

8"
203.2mm
10"
254.0mm
12"
304.8mm

120

¼4" (19.1mm)
T
S
4 3» 4
–
120.7
–
4 3» 4
4 1» 2
114.3 120.7
5
4 3» 4
127.0 120.7
6
5 3» 4
152.4 146.1
4 1» 2
4 3» 4
120.7 114.3
5 1» 4
5
133.4 127.0
6
6 1» 4
158.8 152.4
4 1» 2
4 3» 4
120.7 114.3
5 1» 4
5
133.4 127.0
6 1» 4
6 1» 2
165.1 158.8
5
4 3» 4
127.0 120.7
5 3» 4
5 1» 2
146.1 139.7
7
6 3» 4
177.8 171.5
5
5 1» 4
133.4 127.0
6
5 3» 4
152.4 146.1
7 1» 4
7 1» 2
190.5 184.2
5 1» 4
5 1» 2
139.7 133.4
6 1» 4
6
158.8 152.4
7 1» 2
7 3» 4
196.9 190.5
5 1» 2
5 3» 4
146.1 139.7
7 1» 2
71 » 4
190.5 184.2
8 3» 4
9
228.6 222.3
61 » 2
6 3» 4
171.5 165.1
8
7 3» 4
203.2 196.9
91 » 4
9 1» 2
241.3 235.0
7
7 1» 4
184.2 177.8
8 3» 4
81 » 2
222.3 215.9
10
9 3» 4
254.0 247.7
71 » 2
7 3» 4
196.9 190.5
8 3» 4
91 » 2
222.3 241.3
11
111»4
285.8 279.4
111»4
11
285.8 279.4
121»4
121»2
317.5 311.2
121»4
12
311.2 304.8
133»4
14
355.6 349.3
3

T
F
T
F
T
F

1" (25.4mm)
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
5 1» 4
–
–
133.4
–
–
6 1» 4
71 » 4
–
158.8 184.2
–
5
6
4 1» 2
127.0 152.4 114.3
5 1» 2
61 » 2
5
139.7 165.1 127.0
6 1» 2
71 » 2
61 » 4
165.1 190.5 158.8
5
6
4 1» 2
127.0 152.4 114.3
5 1» 2
61 » 2
51 » 4
139.7 165.1 133.4
6 3» 4
73 » 4
61 » 4
171.5 196.9 158.8
5 1» 4
61 » 4
43 » 4
133.4 158.8 120.7
6
7
5 1» 2
152.4 177.8 139.7
7 1» 4
81 » 4
63 » 4
184.2 209.6 171.5
5 1» 2
61 » 2
5
139.7 165.1 127.0
6 1» 4
71 » 4
6
158.8 184.2 152.4
7 3» 4
83 » 4
71 » 4
196.9 222.3 184.2
5 3» 4
63 » 4
51 » 4
146.1 171.5 133.4
6 1» 2
71 » 2
61 » 4
165.1 190.5 158.8
8
9
7 1» 2
203.2 228.6 190.5
6
7
5 1» 2
152.4 177.8 139.7
7 3» 4
8 3» 4
71 » 4
196.9 222.3 184.2
9 1» 4
101»4
83 » 4
235.0 260.4 222.3
7
8
6 1»2
177.8 203.2 165.1
8 1» 4
9 1» 4
7 3» 4
209.6 235.0 196.9
93»4
103»4
9 1» 4
247.7 273.1 235.0
71»2
8 1» 4
7
190.5 209.6 177.8
9
10
8 1» 2
228.6 254.0 215.9
101»4
111»4
9 3» 4
260.4 285.8 247.7
8
9
7 1» 2
203.2 228.6 190.5
10
11
9 3» 4
254.0 279.4 247.7
111»2
121»2
11
292.1 317.5 279.4
111»2
121»2
11
292.1 317.5 279.4
123»4
133»4
121»4
323.9 349.3 311.2
121»2
131»2
12
317.5 342.9 304.8
141»4
151»4
133»4
362.0 387.4 349.3

&HQWHUOLQHWR&HQWHUOLQH,QPP
11¼4" (31.8mm)
11¼2" (38.1mm)
T
F
S
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
51»2
–
–
–
–
–
139.7
–
–
–
–
–
63»4
7 3» 4
–
–
–
–
171.5 196.9
–
–
–
–
51»4
6 1» 4
4 3» 4
–
–
–
133.4 158.8 120.7
–
–
–
53»4
6 3» 4
5 1» 4
53»4
–
–
146.1 171.5 133.4 146.1
–
–
63»4
8
6 1» 2
7
8
–
171.5 203.2 165.1 177.8 203.2
–
51»4
6
5
5 1»2
61»2
5
133.4 152.4 127.0 139.7 165.1 127.0
6
7 1» 4
5 3» 4
61»4
71»4
53»4
152.4 184.2 146.1 158.8 184.2 146.1
71»4
8 1» 2
7
71»2
81»2
7
184.2 215.9 177.8 190.5 215.9 177.8
51»2
6 3» 4
5 1» 4
53»4
63»4
51»4
139.7 171.5 133.4 146.1 171.5 133.4
61»2
7 1» 2
6
61»2
73»4
61»4
165.1 190.5 152.4 165.1 196.9 158.8
73»4
9
7 1» 2
8
9
7 1» 2
196.9 228.6 190.5 203.2 228.6 190.5
53»4
7
5 1» 2
6
7
5 1» 2
146.1 177.8 139.7 152.4 177.8 139.7
63»4
7 3» 4
6 1» 4
63»4
8
61»2
171.5 196.9 158.8 171.5 203.2 165.1
8
9 1» 4
7 3» 4
81»4
91»4
73»4
203.2 235.0 196.9 209.6 235.0 196.9
6
7 1» 4
5 3» 4
6 1» 4
71»4
53»4
152.4 184.2 146.1 158.8 184.2 146.1
73»4
9
7 1» 2
8
9
7 1» 2
196.9 228.6 190.5 203.2 228.6 190.5
91»4
101»2
9
9 1» 2
101»2
9
235.0 266.7 228.6 241.3 266.7 228.6
7
81»4
6 3» 4
7 1» 4
81»4
63»4
177.8 209.6 171.5 184.2 209.6 171.5
81»4
91»2
8
8 1» 2
91»2
8
209.6 241.3 203.2 215.9 241.3 203.2
93»4
11
91»2
10
11
9 1» 2
247.7 279.4 241.3 254.0 279.4 241.3
71»2
83»4
71»4
7 3» 4
8 3» 4
71»4
190.5 222.3 184.2 196.9 222.3 184.2
9
101»4
83»4
9 1» 4
101»4
83»4
228.6 260.4 222.3 235.0 260.4 222.3
101»4
111»2
10
101»2
111»2
10
260.4 292.1 254.0 266.7 292.1 254.0
8
91»4
73»4
8 1» 4
9 1» 4
7 3» 4
203.2 235.0 196.9 209.6 235.0 196.9
101»2
111»4
93»4
101»4
111»2
10
266.7 285.8 247.7 260.4 292.1 254.0
111»2
123»4
111»4
113»4
123»4
111»4
292.1 323.9 285.8 298.5 323.9 285.8
111»2
123»4
111»4
113»4
123»4
111»4
292.1 323.9 285.8 298.5 323.9 285.8
123»4
14
121»2
13
14
121»2
323.9 355.6 317.5 330.2 355.6 317.5
121»2
133»4
121»4
123»4
133»4
121»4
317.5 349.3 311.2 323.9 349.3 311.2
141»4
151»2
14
141»2
151»2
14
362.0 393.7 355.6 368.3 393.7 355.6

2" (50.8mm)
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
6 1» 2
–
–
165.1
–
–
7 3» 4
9
–
196.9 228.6
–
6
7 1» 4
51»2
152.4 184.2 139.7
7
8 1» 4
61»2
177.8 209.6 165.1
8 1» 4
9 1» 2
73»4
209.6 241.3 196.9
6 1» 4
7 1» 2
53»4
158.8 190.5 146.1
7 1» 4
8 1» 2
63»4
184.2 215.9 171.5
8 1» 2
9 3» 4
8
215.9 247.7 203.2
61 » 2
7 3» 4
6
165.1 196.9 152.4
81 » 4
9 1» 2
7 3» 4
209.6 241.3 196.9
93»4
11
91»4
247.7 279.4 235.0
71 » 2
8 3» 4
7
190.5 222.3 177.8
83»4
10
8 1» 4
222.3 254.0 209.6
101»4
111»2
9 3» 4
260.4 292.1 247.7
8
91»4
7 1» 2
203.2 235.0 190.5
91 » 2
103»4
9
241.3 273.1 228.6
103»4
12
101»4
273.1 304.8 260.4
81 » 2
93»4
8
215.9 247.7 203.2
103»4
12
101»2
273.1 304.8 266.7
12
131»4
111»2
304.8 336.6 292.1
12
131»4
111»2
304.8 336.6 292.1
131»4
141»2
123»4
336.6 368.3 323.9
13
141»4
121»2
330.2 362.0 317.5
143»4
16
141»4
374.7 406.4 362.0

21¼2" (63.5mm)
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
71»4
–
–
184.2
–
–
83»4
10
–
222.3 254.0
–
63»4
8
6
171.5 203.2 152.4
71»2
9
7
190.5 228.6 177.8
9
101»4
81»4
228.6 260.4 209.6
7
8 1» 4
61»4
177.8 209.6 158.8
83»4
10
8
222.3 254.0 203.2
101»4
111»2
91»2
260.4 292.1 241.3
8
9 1» 4
71»4
203.2 235.0 184.2
9 1» 4
101»2
81»2
235.0 266.7 215.9
103»4
12
10
273.1 304.8 254.0
8 1» 2
93 » 4
73»4
215.9 247.7 196.9
10
111»4
91»4
254.0 285.8 235.0
111»4
121»2
101»2
285.8 317.5 266.7
9
101»4
81»4
228.6 260.4 209.6
11
121»2
101»2
279.4 317.5 266.7
121»2
133»4
113»4
317.5 349.3 298.5
121»2
133»4
113»4
317.5 349.3 298.5
133»4
15
13
349.3 381.0 330.2
131»2
143»4
123»4
342.9 374.7 323.9
151»4
161»2
141»2
387.4 419.1 368.3

15⁄8" Framing System

Pipe & Conduit Reference Data
1 5¼8" Channel

PIPE SPACING TABLE
This chart, developed by Julius Getlan of Seelye Stevenson Value & Knect, consulting
engineers, New York City, enables one to quickly determine the
centerline-to-centerline dimension between any two size pipes on a rack.

T – denotes threaded IPS pipe. F – denotes flanged fittings on pipe. S – denotes soldered or brazed tubing.

15⁄8" Framing System

Nominal
Pipe Dia.
T
F

3"
76.2mm

S
T
F

4"
101.6mm

S
T
F

5"
127.0mm

Electrical Fittings

8" (203.2mm) 10" (254.0mm) 12" (304.8mm)
T
F
T
F
T
F
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
143»4
–
–
–
–
–
374.7
–
–
–
–
–
161»4 17 .5
–
–
–
–
412.8 17 .5
–
–
–
–
161»4
171»2
171»2
–
–
–
412.8 444.5 444.5
–
–
–
171»2
183»4
183»4
20
–
–
444.5 476.3 476.3 508.0
–
–
171»4
181»2
181»2
193»4
191»2
–
438.2 469.9 469.9 501.7 495.3
–
14
201»4
201»4
211»2
211»4
29
355.6 514.4 514.4 546.1 539.8 736.6

S
T
F

6"
152.4mm

S
T
F
T
F
T
F

8"
203.2mm
10"
254.0mm
12"
304.8mm

121

Concrete Inserts

&HQWHUOLQHWR&HQWHUOLQH,QPP
5" (127.0mm)
6" (152.4mm)
T
F
S
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
11
–
–
–
–
–
279.4
–
–
–
–
–
121»2
14
–
–
–
–
317.5 355.6
–
–
–
–
101»4
113»4
91»2
–
–
–
260.4 298.5 241.3
–
–
–
113»4
131»4
11
121»2
–
–
298.5 336.6 279.4 317.5
–
–
13
141»2
121»4
131»4
15
–
330.2 368.3 311.2 336.6 381.0
–
103»4
121»4
10
111»2
123»4
101»2
273.1 311.2 254.0 292.1 323.9 266.7
13
141»2
121»4
133»4
15
123»4
330.2 368.3 311.2 349.3 381.0 323.9
141»4
153»4
131»2
15
161»4
14
362.0 400.1 342.9 381.0 412.8 355.6
141»4
153»4
131»2
15
161»4
14
362.0 400.1 342.9 381.0 412.8 355.6
151»2
17
143»4
161»4
171»2
151»4
393.7 431.8 374.7 412.8 444.5 387.4
151»4
163»4
141»2
16
171»4
15
387.4 425.5 368.3 406.4 438.2 381.0
17
181»4
161»4
173»4
19
163»4
431.8 463.6 412.8 450.9 482.6 425.5

Solar

4" (101.6mm)
T
F
S
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
10
–
–
254.0
–
–
111»2
13
–
292.1 330.2
–
9 1» 4
103»4
8 1» 2
235.0 273.1 215.9
101»4
12
9 3» 4
260.4 304.8 247.7
12
131»2
111»4
304.8 342.9 285.8
9 3»4
111»4
9
247.7 285.8 228.6
111»4
123»4
101»2
285.8 323.9 266.7
121»2
14
113»4
317.5 355.6 298.5
101»4
113»4
91»2
260.4 298.5 241.3
121»2
14
113»4
317.5 355.6 298.5
133»4
151»4
13
349.3 387.4 330.2
133»4
151»4
13
349.3 387.4 330.2
15
161»2
141»4
381.0 419.1 362.0
143»4
161»4
14
374.7 412.8 355.6
161»2
18
153»4
419.1 457.2 400.1

Unipier®

3" (76.2mm)
T
F
S
–
–
73»4
196.9
–
–
101»2
–
91»4
235.0 266.7
–
8 1» 2
61»2
71»4
184.2 215.9 165.1
81»4
9
101»4
228.6 260.4 209.6
113»4
93»4
101»2
266.7 298.5 247.7
9 1» 2
71»2
81»4
209.6 241.3 190.5
103»4
83»4
91»2
241.3 273.1 222.3
101»4
11
121»4
279.4 311.2 260.4
10
8
83»4
222.3 254.0 203.2
111»2
91»2
101»4
260.4 292.1 241.3
121»4
103»4
111»2
292.1 311.2 273.1
101»2
8 1» 2
91»4
235.0 266.7 215.9
123»4
103»4
111»4
285.8 323.9 273.1
14
12
123»4
323.9 355.6 304.8
14
12
123»4
323.9 355.6 304.8
131»4
14
151»4
355.6 387.4 336.6
15
13
133»4
349.3 381.0 330.2
163»4
143»4
151»2
393.7 425.5 374.7

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

Select the smaller pipe size at top and select the other at the side of the table. Where
the appropriate columns intersect, the dimension is given.
These factors are included in the dimensions given:

‡2'RIIODQJHVDQGILWWLQJV

‡LQVXODWLRQRYHUIODQJHVDQGILWWLQJV

‡$OOIUDFWLRQDOGLPHQVLRQVOHVVWKDQ1»4" were increased to the next larger 1»4".

‡&OHDUVSDFHEHWZHHQILWWLQJVDVIROORZV
1. 1" between piping 3" and smaller.
2. 11»2" between a pipe 3" and smaller and a pipe 4" or larger.
3. 2" between piping 4" and larger.

CHANNEL SELECTION FOR SCHEDULE 10 SPRINKLER PIPE TRAPEZE HANGERS
Note: Based on NFPA-13-2013-Table 9.1.1.7.1(a). Each of the following tables indicate
the allowable span of the trapeeze and the nominal pipe size for the specified channel
. An entry of “N/A” indicates that the channel cannot be used for this span/pipe size
combination. The table is based on a maximum allowable bending stress of 15 KSI and
a midspan concentrated load from 15 ft of water-filled pipe, plus 250 lb.

Telestrut

1 5¼8" Channel

Pipe & Conduit Reference Data

Unistrut
Channel
P3000

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

P1000
P5500
P5000

Trapeze
Span
1' - 6"
2' - 0"
2' - 6"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"

1"
0.08
0.11
0.14
0.16
0.22
0.27
0.33
0.38
0.43
0.49
0.54

Section
Modulus
in3 (cm3)
0.154
2.52
0.202
3.31
0.391
6.41
0.628
10.29

1 1¼ 4"
0.08
0.11
0.14
0.17
0.22
0.28
0.34
0.39
0.45
0.50
0.56

Unistrut
Channel
P3001
P1001
P5501
P5001

11¼2"
0.09
0.12
0.15
0.18
0.24
0.3
0.35
0.41
0.47
0.53
0.59

Section
Modulus
in3 (cm3)
0.431
7.06
0.572
9.37
1.153
18.89
1.916
31.40

Nominal
Pipe Dia. O.D.
LQ
LQ
1
1.315
11»4
1.660
1.900
11»2
2
2.375
2 1» 2
2.875
3
3.500
3 1» 2
4.000
4
4.500
5
5.563
6
6.625
8
8.625
10
10.750

Schedule 10 Pipe
Pipe Water Total
Wall
Thickness
I. D. Weight Weight Weight
SI
SI
SI
LQ
LQ
0.109
1.097
1.41
0.42
1.83
0.109
1.442
1.81
0.73
2.54
0.109
1.682
2.09
0.99
3.08
0.109
2.157
2.64
1.63
4.28
0.120
2.635
3.53
2.44
5.97
0.120
3.260
4.34
3.73
8.07
0.120
3.760
4.98
4.97
9.95
0.120
4.260
5.62
6.38
12.00
0.134
5.295
7.78
9.85
17.63
0.134
6.357
9.30
14.20 23.50
0.188
8.249 16.96 23.91 40.87
0.188
10.374 21.23 37.82 59.04

NFPA 13 Required Trapeze Section Modulus for Sch 10 Pipe
Pipe Diameter
2"
2 1¼ 2"
3"
3 1¼ 2"
4"
5"
0.09
0.10
0.11
0.12
0.13
0.15
0.13
0.14
0.15
0.16
0.17
0.2
0.16
0.18
0.21
0.23
0.25
0.3
0.19
0.2
0.22
0.24
0.26
0.31
0.25
0.27
0.30
0.32
0.34
0.41
0.31
0.34
0.37
0.40
0.43
0.51
0.38
0.41
0.44
0.48
0.51
0.61
0.44
0.47
0.52
0.56
0.6
0.71
0.5
0.54
0.59
0.63
0.68
0.82
0.56
0.61
0.66
0.71
0.77
0.92
0.63
0.68
0.74
0.79
0.85
1.02

6"
0.18
0.24
0.36
0.36
0.48
0.60
0.71
0.83
0.95
1.07
1.19

8"
0.26
0.34
0.5
0.51
0.68
0.85
1.02
1.19
1.36
1.53
1.7

10"
0.34
0.45
0.69
0.67
0.89
1.12
1.34
1.56
1.79
2.01
2.23

Values taken from NFPA 13 (2013 Edition), Table 9.1.1.7.1(a)

Trapeze
Span
1' - 6"
2' - 0"
2' - 6"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"

Trapeze
Span
1' - 6"
2' - 0"
2' - 6"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"

122

1"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5500
P5000
P5000
P5000

1"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001

11¼4"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5500
P5000
P5000
P5000

11 ¼ 4 "
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001

11¼2"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5000
P5000
P5000
P5000

1 1¼ 2"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P5501

2"
P3000
P3000
P1000
P1000
P5500
P5500
P5500
P5000
P5000
P5000
P5000

Single Channel Trapeze for Sch 10 Pipe
Pipe Diameter
21¼2"
3"
31¼2"
4"
P3000
P3000
P3000
P3000
P3000
P3000
P1000
P1000
P1000
P5500
P5500
P5500
P1000
P5500
P5500
P5500
P5500
P5500
P5500
P5500
P5500
P5500
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
N/A
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A

5"
P3000
P1000
P5500
P5500
P5000
P5000
P5000
N/A
N/A
N/A
N/A

6"
P1000
P5500
P5500
P5500
P5000
P5000
N/A
N/A
N/A
N/A
N/A

8"
P5500
P5500
P5000
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A

10"
P5500
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

2"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001
P5501

Double Channel Trapeze for Sch 10 Pipe
Pipe Diameter
21¼2"
3"
3 1¼ 2 "
4"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001
P1001
P1001
P1001
P5501
P1001
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501

5"
P3001
P3001
P3001
P3001
P3001
P1001
P5501
P5501
P5501
P5501
P5501

6"
P3001
P3001
P3001
P3001
P1001
P5501
P5501
P5501
P5501
P5501
P5501

8"
P3001
P3001
P1001
P1001
P5501
P5501
P5501
P5001
P5001
P5001
P5001

10"
P3001
P3001
P5501
P5501
P5501
P5501
P5001
P5001
P5001
N/A
N/A

15⁄8" Framing System

P5501
P5001

NFPA 13 Required Trapeze Section Modulus for Sch 40 Pipe
Pipe Diameter
Trapeze
Span
1"
1 1¼ 4"
11¼2"
2"
2 1¼ 2"
3"
3 1¼ 2"
4"
5"
0.08
0.09
0.09
0.1
0.11
0.12
0.14
0.15
0.18
1' - 6"
0.11
0.11
0.12
0.13
0.15
0.16
0.18
0.2
0.24
2' - 0"
0.14
0.14
0.15
0.16
0.17
0.18
0.2
0.21
0.25
2' - 6"
0.16
0.17
0.18
0.2
0.22
0.25
0.27
0.3
0.36
3' - 0"
0.22
0.23
0.24
0.26
0.29
0.33
0.36
0.4
0.48
4' - 0"
0.27
0.29
0.3
0.33
0.37
0.41
0.45
0.49
0.6
5' - 0"
0.33
0.34
0.36
0.39
0.44
0.49
0.54
0.59
0.72
6' - 0"
0.38
0.4
0.43
0.46
0.52
0.58
0.63
0.69
0.84
7' - 0"
0.44
0.46
0.49
0.52
0.59
0.66
0.72
0.79
0.96
8' - 0"
0.49
0.51
0.55
0.59
0.66
0.74
0.81
0.89
1.08
9' - 0"
0.55
0.57
0.61
0.65
0.74
0.82
0.9
0.99
1.2
10' - 0"
Values taken from NFPA 13 (2013 Edition), Table 9.1.1.7.1(a)

Trapeze
Span
1' - 6"
2' - 0"
2' - 6"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"

Trapeze
Span
1' - 6"
2' - 0"
2' - 6"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
7' - 0"
8' - 0"
9' - 0"
10' - 0"

1"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5500
P5000
P5000
P5000

1"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001

1 1¼ 4"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5000
P5000
P5000
P5000

11¼4"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001

15⁄8" Framing System

1 1¼ 2"
P3000
P3000
P3000
P1000
P5500
P5500
P5500
P5000
P5000
P5000
P5000

1 1¼ 2"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P5501

6"
0.22
0.29
0.3
0.43
0.58
0.72
0.87
1.01
1.16
1.3
1.45

8"
0.3
0.4
0.43
0.6
0.8
1
1.2
1.41
1.61
1.81
2.01

10"
0.41
0.55
0.56
0.82
1.1
1.37
1.64
1.92
2.19
2.47
2.74

2"
P3000
P3000
P1000
P1000
P5500
P5500
P5500
P5000
P5000
P5000
N/A

Single Channel Trapeze for Sch 40 Pipe
Pipe Diameter
2 1¼ 2"
3"
3 1¼ 2"
4"
P3000
P3000
P3000
P3000
P3000
P1000
P1000
P1000
P1000
P1000
P1000
P1000
P5500
P5500
P5500
P5500
P5500
P5500
P5000
P5000
P5500
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
P5000
N/A
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

5"
P1000
P5500
P5500
P5500
P5000
P5000
N/A
N/A
N/A
N/A
N/A

6"
P5500
P5500
P5500
P5000
P5000
N/A
N/A
N/A
N/A
N/A
N/A

8"
P5500
P5000
P5000
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A

10"
P5000
P5000
P5000
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

2"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P5501
P5501

Double Channel Trapeze for Sch 40 Pipe
Pipe Diameter
21¼2"
3"
31¼2"
4"
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P3001
P1001
P1001
P1001
P1001
P1001
P5501
P1001
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501
P5501

5"
P3001
P3001
P3001
P3001
P1001
P5501
P5501
P5501
P5501
P5501
P5001

6"
P3001
P3001
P3001
P3001
P5501
P5501
P5501
P5501
P5001
P5001
P5001

8"
P3001
P3001
P3001
P5501
P5501
P5501
P5001
P5001
P5001
P5001
N/A

10"
P3001
P1001
P1001
P5501
P5501
P5001
P5001
P5001
N/A
N/A
N/A

123

Telestrut
Nuts & Hardware

P5000

P1001

General Fittings

P5500

P3001

Section
Modulus
in3 (cm3)
0.431
7.06
0.572
9.37
1.153
18.89
1.916
31.40

Total
Weight
SI
2.07
2.94
3.63
5.16
7.94
10.89
13.54
16.50
23.58
31.92
50.96
75.80

Pipe/Conduit Supports

P1000

Unistrut
Channel

Water
Weight
SI
0.39
0.67
0.91
1.50
2.14
3.31
4.42
5.70
8.95
12.93
22.38
35.28

Electrical Fittings

P3000

Section
Modulus
in3 (cm3)
0.154
2.52
0.202
3.31
0.391
6.41
0.628
10.29

Schedule 40 Pipe
Pipe
Wall
O.D. Thickness I. D. Weight
SI
LQ
LQ
LQ
1.315
0.133
1.049 1.68
1.660
0.140
1.380 2.27
1.900
0.145
1.610 2.72
2.375
0.154
2.067 3.66
2.875
0.203
2.469 5.80
3.500
0.216
3.068 7.58
4.000
0.226
3.548 9.12
4.500
0.237
4.026 10.80
5.563
0.258
5.047 14.63
6.625
0.280
6.065 18.99
8.625
0.322
7.981 28.58
10.750
0.365
10.020 40.52

Concrete Inserts

Unistrut
Channel

Nominal
Pipe Dia.
LQ
1
11»4
11»2
2
2 1» 2
3
3 1» 2
4
5
6
8
10

Solar

Note: Based on NFPA-13-2013-Table 9.1.1.7.1(a). Each of the following tables indicate
the allowable span of the trapeeze and the nominal pipe size for the specified channel . An entry of “N/A” indicates that the channel cannot be used for this span/pipe
size combination. The table is based on a maximum allowable bending stress of 15
KSI and a midspan concentrated load from 15 ft of water-filled pipe, plus 250 lb.

Unipier®

CHANNEL SELECTION FOR SCHEDULE 40 SPRINKLER PIPE TRAPEZE HANGERS

1 5¼8" Channel

Pipe & Conduit Reference Data

ELECTRICAL METALLIC TUBING (EMT) - THIN WALL
Tubing Size
1RPLQDO
In
3

»8

12

»

Telestrut

1 5¼8" Channel

Pipe & Conduit Reference Data

3

»4

1
1»

Nuts & Hardware

14

1»

12

2
2 »2
1

3
3»
4

Inside
Diameter
In (mm)
0.497
12.6
0.626
15.9
0.830
21.1
1.055
26.8
1.388
35.3
1.618
41.1
2.075
52.7
2.731
69.4
3.356
85.2
3.834
97.4
4.334
110.1

Weight
Of Tubing
Lbs/Ft (kg/m)
0.23
0.34
0.29
0.43
0.44
0.65
0.64
0.95
0.95
1.41
1.10
1.64
1.40
2.08
2.30
3.42
2.70
4.02
3.40
5.06
4.00
5.95

COPPER TUBE (TYPE L)
Nom. Tube
Size
»"

14
3

» 8"
»"

12

»"

58

»"

34

1"

Electrical Fittings

Pipe/Conduit Supports

General Fittings

12

Outside
Diameter
In (mm)
0.577
14.7
0.706
17.9
0.922
23.4
1.163
29.5
1.510
38.4
1.740
44.2
2.197
55.8
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3

INTERMEDIATE METALLIC CONDUIT (IMC)

11»4"
11»2"
2"
21»2"

Concrete Inserts

3"
31»2"
4"
5"
6"

Solar

8"
10"

12

»

34

»

1
11»4
11»2
2
21»2
3
31»2
4

Outside
Diameter
In (mm)
0.815
20.7
1.029
26.1
1.290
32.8
1.638
41.6
1.883
47.8
2.360
59.9
2.857
72.6
3.476
88.3
3.971
100.9
4.466
113.4

Inside
Diameter
In (mm)
0.745
18.9
0.954
24.2
1.205
30.6
1.553
39.4
1.793
45.5
2.266
57.6
2.727
69.3
3.346
85.0
3.841
97.6
4.336
110.1

Weight
Of Conduit
Lbs/Ft (kg/m)
0.60
0.89
0.82
1.22
1.16
1.73
1.50
2.23
1.82
2.71
2.42
3.60
4.01
5.97
4.43
6.59
5.73
8.53
6.38
9.49

Weight of
Conduit and
Conductor
Lbs/Ft (kg/m)
0.12
0.18
1.13
1.68
1.82
2.71
2.67
3.97
3.42
5.09
5.04
7.50
7.75
11.53
10.69
15.91
13.46
20.03
16.37
24.36

Weight
Lbs/Ft
(kg/m))
0.145
0.22
0.269
0.40
0.344
0.51
0.418
0.62
0.641
0.95
0.839
1.25
1.040
1.55
1.360
2.02
2.060
3.07
2.920
4.35
4.000
5.95
5.120
7.62
6.510
9.69
9.670
14.39
13.870
20.64
25.900
38.54
40.300
59.97
57.800
86.02

Weight
Water
Lbs/Ft (kg/m)
0.032
0.05
0.055
0.08
0.094
0.14
0.144
0.21
0.188
0.28
0.337
0.50
0.527
0.78
0.743
1.11
1.310
1.95
2.000
2.98
2.960
4.40
3.900
5.80
5.060
7.53
8.000
11.91
11.200
16.67
19.500
29.02
30.423
45.27
43.675
65.00

COPPER TUBE (TYPE K)
O.D.
In (mm)
0.375
9.5
0.500
12.7
0.625
15.9
0.750
19.1
0.875
22.2
1.125
28.6
1.375
34.9
1.625
41.3
2.125
54.0
2.625
66.7
3.125
79.4
3.625
92.1
4.125
104.8
5.125
130.2
6.125
155.6
8.125
206.4
10.125
257.2
12.125
308.0

Wall Thick.
In (mm)
0.030
0.8
0.035
0.9
0.040
1.0
0.042
1.1
0.045
1.1
0.050
1.3
0.055
1.4
0.060
1.5
0.070
1.8
0.080
2.0
0.090
2.3
0.100
2.5
0.110
2.8
0.125
3.2
0.140
3.6
0.200
5.1
0.250
6.4
0.280
7.1

Weight
Lbs/Ft
(kg/m))
0.126
0.19
0.198
0.29
0.285
0.42
0.362
0.54
0.455
0.68
0.655
0.97
0.884
1.32
1.140
1.70
1.750
2.60
2.480
3.69
3.330
4.96
4.290
6.38
5.380
8.01
7.610
11.32
10.200
15.18
19.290
28.71
30.100
44.79
40.400
60.12

Weight
Water
Lbs/Ft (kg/m)
0.034
0.05
0.062
0.09
0.100
0.15
0.151
0.22
0.209
0.31
0.357
0.53
0.546
0.81
0.767
1.14
1.341
2.00
2.064
3.07
2.949
4.39
3.989
5.94
5.188
7.72
8.081
12.03
11.616
17.29
20.289
30.19
31.590
47.01
45.426
67.60

Nom. Tube
Size
»"

14
3

» 8"
»"

12

»"

58

»"

34

1"
11»4"
11»2"
2"
2 1» 2"
3"
3 1» 2"
4"
5"
6"
8"
10"
12"

O.D. Tubing
In (mm)
3
»8
9.5
1» 2
12.7
5» 8
15.9
3
»4
19.1
7» 8
22.2
11»8
28.6
1 3» 8
34.9
1 5» 8
41.3
21»8
54.0
2 5» 8
66.7
31»8
79.4
3 5» 8
92.1
41»8
104.8
51»8
130.2
61»8
155.6
81»8
206.4
101»8
257.2
121»8
308.0

O.D.
In (mm)
0.375
9.53
0.500
12.70
0.625
15.88
0.750
19.05
0.875
22.23
1.125
28.58
1.375
34.93
1.625
41.28
2.125
53.98
2.625
66.68
3.125
79.38
3.625
92.08
4.125
104.78
5.125
130.18
6.125
155.58
8.125
206.38
10.125
257.18
12.125
307.98

Wall Thick.
In (mm)
0.035
0.89
0.005
0.13
0.049
1.24
0.049
1.24
0.065
1.65
0.065
1.65
0.065
1.65
0.072
1.83
0.083
2.11
0.095
2.41
0.109
2.77
0.120
3.05
0.134
3.40
0.160
4.06
0.192
4.88
0.271
6.88
0.338
8.59
0.405
10.29

Unipier®

12"

O.D. Tubing
In (mm)
3
»8
9.5
1» 2
12.7
5» 8
15.9
3
»4
19.1
7» 8
22.2
11»8
28.6
13»8
34.9
15»8
41.3
21»8
54.0
25»8
66.7
31»8
79.4
35»8
92.1
41»8
104.8
51»8
130.2
61»8
155.6
81»8
206.4
101»8
257.2
121»8
308.0

Conduit
Size
1RPLQDO
In

124

15⁄8" Framing System

Pipe & Conduit Reference Data

11»4
11»2
2
21»2
3
31»2
4
5
6

11»2
2
2»

12

3
31»2
4
5

8
10
12
14
16
18
20
24

1 5¼8" Channel

1

Nominal
Pipe Size
In

Max.
Span
Ft (m)
19
5.79
22
6.71
23
7.01
25
7.62
27
8.23
28
8.53
30
9.14
32
9.75

Telestrut

1

Max.
Span
Ft (m)
7
2.13
9
2.74
10
3.05
11
3.35
12
3.66
13
3.96
14
4.27
16
4.88

The above spacing based on a combined bending
and shear stress of 1500 PSI when pipe is filled
with water and the pitch of the line is such that a
sag of 0.1 in. between supports is permissible.

* Maximum weight equals weight of rigid conduit plus weight of heaviest conductor
combination (from the National Electrical Code Handbook.)

SCHEDULE 40: PVC PLASTIC PIPE

346-12. Supports. Rigid metal conduit shall be installed
as a complete system as provided in Article 344 and
shall be securely fastened in place. Conduit shall be
firmly fastened within 3 feet (914.4 mm) of each outlet
box, junction box, cabinet, or fitting. Conduit shall be supported at least every 10 feet (3.05 m).

Pipe Size
1RPLQDO
In
14

»

3

»8

12

Exception: If made up with threaded couplings, it shall be
permissible to support straight runs of rigid metal conduit
in accordance with Table 344.30 (B)(2), provided such
supports prevent transmission of stresses to termination
where conduit is deflected between supports.

»

34

»

1
11»4
11»2

Table 344.30 (B)(2)
Support for Rigid Metal Conduit
Conduit Size
In (mm)
1 3
» 2- » 4
12.7 - 19.1
1
25.4
11»4- 11»2
31.8 - 38.1
2- 21»2
50.8 - 63.5
3 & larger
76.2 - Larger

15⁄8" Framing System

Maximum Distance
Between Supports
Ft (m)
10
3.05
12
3.66
14
4.27
16
4.88
20
6.10

2
21»2
3
4
6
8
10

Outside
Diameter
In (mm)
0.540
13.7
0.675
17.1
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
1.900
48.3
2.375
60.3
2.875
73.0
3.500
88.9
4.500
114.3
6.625
168.3
8.625
219.1
10.750
273.1

Inside
Diameter
In (mm)
0.354
9.0
0.483
12.3
0.608
15.4
0.810
20.6
1.033
26.2
1.364
34.6
1.592
40.4
2.049
52.0
2.445
62.1
3.042
77.3
3.998
101.5
6.031
153.2
7.943
201.8
9.976
253.4

Pipe
Weight
Lbs/Ft (kg/m)
0.081
0.12
0.109
0.16
0.161
0.24
0.214
0.32
0.315
0.47
0.426
0.63
0.509
0.76
0.682
1.01
1.076
1.60
1.409
2.10
2.006
2.99
3.535
5.26
5.305
7.89
7.532
11.21

Pipe and
Water
Weight
Lbs/Ft (kg/m)
0.12
0.18
0.19
0.28
0.29
0.43
0.44
0.65
0.68
1.01
1.06
1.58
1.37
2.04
2.11
3.14
3.11
4.63
4.55
6.77
7.44
11.07
15.90
23.66
26.75
39.81
41.35
61.54

Unipier®

CONDUIT SUPPORT SPACING

Nuts & Hardware

»4

Nominal
Pipe Size
In

General Fittings

3

O. D. Of
Coupling
In (mm)
1.063
27.0
1.297
32.9
1.563
39.7
1.969
50.0
2.234
56.7
2.719
69.1
3.313
84.2
3.938
100.0
4.438
112.7
4.938
125.4
6.296
159.9
7.358
186.9

Not Lead
Covered
Lbs/Ft
(kg/m)
1.00
1.49
1.40
2.08
2.30
3.42
3.60
5.36
4.50
6.70
7.20
10.71
10.20
15.18
14.50
21.58
17.50
26.04
21.50
32.00
30.80
45.84
43.40
64.59

Pipe/Conduit Supports

»

O. D. Of
Conduit
In (mm)
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
1.900
48.3
2.375
60.3
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3
5.563
141.3
6.625
168.3

Maximum Weight*
Of Conduit
And Conductor
Lead Covered
Lbs/Ft (kg/m)
1.20
1.79
1.80
2.68
2.60
3.87
4.30
6.40
5.90
8.78
8.50
12.65
11.50
17.11
16.50
24.55
19.00
28.28
24.80
36.91
35.90
53.43
50.70
75.45

Electrical Fittings

12

I. D. Of
Conduit
In (mm)
0.622
15.8
0.824
20.9
1.049
26.6
1.380
35.1
1.610
40.9
2.067
52.5
2.469
62.7
3.068
77.9
3.548
90.1
4.026
102.3
5.047
128.2
6.065
154.1

Weight of
Conduit
Lbs/Ft
(kg/m)
0.85
1.26
1.13
1.68
1.68
2.50
2.28
3.39
2.73
4.06
3.68
5.48
5.82
8.66
7.62
11.34
9.20
13.69
10.89
16.21
14.81
22.04
19.19
28.56

Concrete Inserts

Conduit
Size
1RPLQDO
In

WATER FILLED PIPE SUPPORT SPACING

Solar

RIGID STEEL (HEAVY DUTY) CONDUIT

125

1 5¼8" Channel

Pipe & Conduit Reference Data
DATA FOR SCHEDULE STEEL PIPE
Nom.
Size
In

40
18

¼

Telestrut

Pipe
Schedule

80
40

1

¼4

80

¼8

80
40

1

¼2

80
160
40

34

¼

80
160
40

1

80
160
40

1 1¼ 4

80
160
40

1 1¼ 2

80
160
40

2

80
160
40

2 1¼ 2

80
160
40

3

80
160
40

3 1¼ 2

80

Inside
Dia.
In (mm)
0.269
6.8
0.215
5.5
0.364
9.2
0.302
7.7
0.493
12.5
0.423
10.7
0.622
15.8
0.546
13.9
0.464
11.8
0.824
20.9
0.742
18.8
0.612
15.5
1.049
26.6
0.957
24.3
0.815
20.7
1.380
35.1
1.278
32.5
1.160
29.5
1.610
40.9
1.500
38.1
1.338
34.0
2.067
52.5
1.939
49.3
1.687
42.8
2.469
62.7
2.323
59.0
2.125
54.0
3.068
77.9
2.900
73.7
2.624
66.6
3.548
90.1
3.364
85.4

Pipe
Weight
Lbs/Ft (kg/m)
0.24
0.36
0.31
0.46
0.42
0.63
0.53
0.79
0.57
0.85
0.74
1.10
0.85
1.26
1.09
1.62
1.31
1.95
1.13
1.68
1.47
2.19
1.94
2.89
1.68
2.50
2.17
3.23
2.84
4.23
2.27
3.38
2.99
4.45
3.76
5.60
2.71
4.03
3.63
5.40
4.85
7.22
3.65
5.43
5.02
7.47
7.45
11.09
5.79
8.62
7.65
11.38
10.00
14.88
7.57
11.27
10.24
15.24
14.31
21.30
9.10
13.54
12.49
18.59

Pipe and Water
Weight
Lbs/Ft (kg/m)
0.27
0.40
0.33
0.49
0.47
0.70
0.57
0.85
0.65
0.97
0.80
1.19
0.98
1.46
1.19
1.77
1.38
2.05
1.36
2.02
1.66
2.47
2.07
3.08
2.05
3.05
2.48
3.69
3.07
4.57
2.92
4.35
3.55
5.28
4.22
6.28
3.60
5.36
4.39
6.53
5.46
8.13
5.10
7.59
6.30
9.38
8.42
12.53
7.86
11.70
9.49
14.12
11.54
17.17
10.77
16.03
13.11
19.51
16.65
24.78
13.39
19.93
16.35
24.33

Nom.
Size
In

Pipe
Schedule
40
80

4

120
160
40
80

5

120
160
40
80

6

120
160
20
30
40
60

8

80
100
120
140
160
20
30
40
60

10

80
100
120
140
160

Outside
Dia.
In(mm)
4.500
114.3
4.500
114.3
4.500
114.3
4.500
114.3
5.563
141.3
5.563
141.3
5.563
141.3
5.563
141.3
6.625
168.3
6.625
168.3
6.625
168.3
6.625
168.3
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
8.625
219.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1
10.750
273.1

Inside
Dia.
In (mm)
4.026
102.3
3.826
97.2
3.624
92.0
3.438
87.3
5.047
128.2
4.813
122.2
4.563
115.9
4.313
109.5
6.065
154.1
5.761
146.3
5.501
139.7
5.187
131.7
8.125
206.4
8.071
205.0
7.981
202.7
7.813
198.5
7.625
193.7
7.437
188.9
7.187
182.5
7.001
177.8
6.813
173.1
10.250
260.4
10.136
257.5
10.020
254.5
9.750
247.7
9.562
242.9
9.312
236.5
9.062
230.2
8.750
222.3
8.500
215.9

Pipe
Weight
Lbs/Ft (kg/m)
10.78
16.04
14.97
22.28
18.98
28.25
22.48
33.45
14.60
21.73
20.75
30.88
27.01
40.20
32.92
48.99
18.95
28.20
28.54
42.47
36.35
54.09
45.30
67.41
22.34
33.25
24.67
36.71
28.52
42.44
35.60
52.98
43.34
64.50
50.89
75.73
60.65
90.26
67.68
100.72
74.61
111.03
28.01
41.68
34.20
50.90
40.44
60.18
54.68
81.37
64.36
95.78
76.95
114.51
89.20
132.74
104.02
154.80
115.52
171.91

Pipe and Water
Weight
Lbs/Ft (kg/m)
16.30
24.26
19.95
29.69
23.45
34.90
26.51
39.45
23.27
34.63
28.64
42.62
34.09
50.73
39.26
58.43
31.48
46.85
39.84
59.29
46.66
69.44
54.47
81.06
44.82
66.70
46.85
69.72
50.21
74.72
56.39
83.92
63.14
93.96
69.73
103.77
78.23
116.42
84.37
125.56
90.42
134.56
63.78
94.92
69.19
102.97
74.63
111.06
87.05
129.54
95.50
142.12
106.47
158.44
117.16
174.35
130.09
193.60
140.13
208.54

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

40
3

Outside
Dia.
In(mm)
0.405
10.3
0.405
10.3
0.540
13.7
0.540
13.7
0.675
17.1
0.675
17.1
0.840
21.3
0.840
21.3
0.840
21.3
1.050
26.7
1.050
26.7
1.050
26.7
1.315
33.4
1.315
33.4
1.315
33.4
1.660
42.2
1.660
42.2
1.660
42.2
1.900
48.3
1.900
48.3
1.900
48.3
2.375
60.3
2.375
60.3
2.375
60.3
2.875
73.0
2.875
73.0
2.875
73.0
3.500
88.9
3.500
88.9
3.500
88.9
4.000
101.6
4.000
101.6

126

15⁄8" Framing System

ELECTRICAL FITTINGS

ELECTRICAL FITTINGS
Electrical Fittings ............................................................128 - 130
Receptacles .............................................................................. 131
Fixture Hangers ....................................................................... 131
Accessories and Connectors .................................................. 132
Junction Boxes ........................................................................ 132
In-Channel Joiners .................................................................. 133
Swivel Hangers ....................................................................... 133
Cable Entrance Tubing and Accessories .......................134 - 136
Electrical Fittings Technical Data ...................................137 - 138

MATERIAL

CHANNEL COMPATABILITY

Unistrut fittings, unless noted, are made from hot-rolled,
pickled and oiled steel plates, strip or coil, and conform to
ASTM specifications A575, A576, A635, or A36. The fitting
steel also meets the physical requirements of ASTM A1011
SS GR 33. The pickling of the steel produces a smooth
surface free from scale.

All of the electrical components in this section are intended
for use with any of the 15⁄8" wide channel. They are not
intended for use with 11⁄4" or 13⁄16" framing systems.

Maple cable saddles, cable clamps and bus bar clamps are
made from kiln-dry maple treated with paraffin to a depth
of 1⁄16" (1.6mm). Special sizes of clamps can be fabricated
upon request. Cable saddles are fiberglass-reinforced
polyester.

CHANNEL RACEWAYS
The Unistrut Metal Framing System includes an exclusive
combination of channel, fittings and hardware listed under
new UL classification 5B. This classification covers strut-type
channel raceways and fittings for use in accordance with
Article 384 of the National Electrical Code, NFPA 70. Included are metal strut-type channel raceways at least .071
inch (1.81mm) thick and metal or non-metal closure strips
at least .040 inch (1.02mm) thick.
The Unistrut system requires no welding, drilling or other
complex fabrication techniques. This means faster, easier
solutions for virtually any electrical support problem.
Unistrut channel offers structural and spanning capabilities
not available with conventional surface raceway products
and is available in continuous lengths of up to 20 feet. Just
as important, it is part of an integrated system that can be
used for raceways, trapeze hangers, cable-tray supports,
lighting grids, fluorescent-fixture supports and countless
other electrical applications.

FINISHES
Components listed in this section are available in:
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1;
Hot-dipped galvanized (HG), conforming to
ASTM A123 or A153,
Green Powder Coat (GR), conforming to
commercial standards for Powder Coating
Plain (PL).
Note: Many Unistrut Metal Framing components, when
used with appropriate closures, are UL® listed, and CSA approved.

DESIGN LOAD
Design load data, where shown, is based on the ultimate
strength of the connection with a safety factor of 2.5, unless otherwise noted.

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

LISTINGS
UL File No. - E19459

Channel & Closure Strips

UL File No. - E25629

Fittings

CSA File No. - 013669

All Products
127

Electrical Fittings Pictorial Index

P1753-Pg 128

P2649 A-Pg 128

P2539-Pg 131

P2755-Pg 131

P2521-50-Pg 131

P5521-50-Pg 131

P2645 A-Pg 129

P2855-Pg 131

P3922-Pg 131

P5021-50-Pg 132

P3116-125-Pg 133

P2602-Pg 131

P2603-Pg 132

P2903-Pg 133

P2904-Pg 133

M2037-Pg 133

M2137-Pg 133

P2823-Pg 136

P2821-Pg 136

P2920-Pg 136

P2928-Pg 136

M2250-Pg 133

Part
No.

A

P2649A

Hole Size

B

P2649B
P2649C

‡ » " Flat Head Machine Screw included.
‡6SHFLI\KROHVL]HZKHQRUGHULQJ
‡2UGHUFKDQQHOQXWVDVUHTXLUHG
Material: Paraffin impregnated maple hardwood.

Unipier®

P2535-Pg 130

P2649E
P2649F
P2649G
P2649H

Hole Size
In (mm)
0-1
0 - 25.4
1 - 11»2
[
11»2 - 2
38.1 - 50.8
2 - 2 1» 2
[
2 1» 2 - 3
63.5 - 76.2
3 - 31»2
[
3 1» 2 - 4
88.9 - 101.6
over 4
over 101.6

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

“A”
In (mm)
3
76.2
31»2
88.9
4
101.6
41»2
114.3
5
127.0
51»2
139.7
6
152.4

P1787-Pg 130

P2567-Pg 129

P2536-Pg 130

P5521-100-Pg 132

P2522-Pg 130

P2537-Pg 131

P3521-50-Pg 131

P1180 W-Pg 132

P2541-Pg 132

P2552-Pg 133

P2802-Pg 132

P2803-Pg 132

P2900-Pg 133

P2901-Pg 133

P2902-Pg 133

M2350-Pg 133

P16F-Pg 134

P21H-Pg 134

P2820-Pg 136

P2822-Pg 136

MAPLE CABLE SADDLES

1 5⁄8"
(41.3)

128

P5021-100-Pg 132

P2801-Pg 132

P2649A THRU P2649H

38

P1690-Pg 129

P2534-50-Pg 129

P2521-100-Pg 131

P2649D

Solar

P2647 A-Pg 129

P2540-Pg 132

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Electrical Fittings

“B”
In (mm)
13»4
44.5
2
50.8
2 1» 4
57.2
2 1» 2
63.5
2 3» 4
69.9
3
76.2
3 1» 4
82.6

Wt/100 pcs
Lbs (kg)
31
14.1
38
17.2
47
21.3
57
25.9
68
30.8
80
36.3
94
42.6

P1753, P1754

CABLE SADDLES
2"
(50.8)

Part
Number
P1753 FG
P1754 FG
P1753 PO
P1754 PO

“A”
In (mm)
213»16
71.4
3 3» 4
95.3
3
76.2
4
101.6

FG

A

Maximum
Cable Dia.
In (mm)
3
76.2
41»2
114.3
3
76.2
4 1» 2
114.3

Wt/100 pcs
Lbs (kg)
12
5.4
17
7.7
75
34.0
95
43.1

Material: FG - Fiberglass Reinforced Polyester,
PO - Dry Process White Glazed Porcelain

15⁄8" Framing System

P2645A
P2645B
P2645C

‡3»8" studs, square nuts and
washers included.
‡6SHFLI\KROHVL]H
when ordering.
‡2UGHUFKDQQHOQXWV
as required.
Material: Paraffin impregnated
maple hardwood.

P2645D
P2645E
P2645F
P2645G
P2645H

‡1»2" studs, square nuts and washers
are included.
‡&KDQQHOQXWVPXVWEHRUGHUHG
separately.
‡%XVEDUPDSOHFODPSVDOVR
available in 1»4" (6.4) x 2" (50.8)
and 1»4" (6.4) x 6" (152.4).
Material: Paraffin impregnated
maple hardwood.

“A” & “B”
Wt/100
Dimensions
pcs
In (mm)
Lbs (kg)
31»2
84
88.9
38.1
4
102
101.6
46.3
41»2
121
114.3
54.9
5 1» 2
165
74.8
139.7
6
189
152.4
85.7
6 1» 2
215
97.5
165.1
7
243
177.8
110.2
–

Part
No.

“A”
In (mm)
81»2
215.9
9 1» 2
241.3
101»2
266.7
111»2
292.1
121»2
317.5
131»2
342.9

P2647A
P2647B
P2647C

–

P2647D
P2647E
P2647F

P1690 THRU P1697

Hole Size

Steel
Clamp
No.

P1690 P1113 E
P1691 P1115 E

A

P1692 P1117 E
P1693 P1118 E

‡8VHZLWKVWHHOFODPSDQG
Everdur hardware. Order
clamp separately.
‡6SHFLI\KROHVL]HZKHQ
ordering.
Material: Paraffin
impregnated maple
hardwood.

P1694 P1119 E
P1695 P1120 E
P1696 P1121 E
P1697 P1123 E

Hole Size
In (mm)
0 -5»8
0 - 15.9
1» 2 - 1
12.7- 25.4
3
»4 - 11»2
[
11»4 - 13»4
[
11»2 - 21»4
[
2 - 2 1» 2
[
2 1» 4 - 3
57.2 - 76.2
3-4
76.2 - 101.6

A

B
4"
(101.6)

7 3⁄8"
(187.3)

1⁄ 4"

(6.4) Maple
Separator

“B”
In (mm)
9»32
7.1
13»16
20.6
15»16
33.3
113»16
46.0
23»8
60.3
27»8
73.0

No. Bus
Separators

No. Bars
Per Leg

0

1

2

2

4

3

6

4

8

5

10

6

P2567

MAPLE CABLE CLAMPS

Part
No.

1 5⁄ 8 "
(41.3)

OUTLET BOX
17⁄8"
(47.6)

“A” Wt/100
pcs
In
(mm) Lbs (kg)
15»16
24
33.3
10.9
115»16
42
49.2
19.1
23»8
54
60.3
24.5
27»8
65
73.0
29.5
31»2
84
88.9
38.1
4
107
101.6
48.5
4 1» 2
123
114.3
55.8
59»16
163
141.3
73.9

Wt/100 pcs
Lbs (kg)
421
191.0
465
210.9
509
230.9
553
250.8
597
270.8
631
286.2

4"
(101.6)
21⁄4"
(57.2)

53⁄4"
(146.1)

Material: 14 Gauge (.075)
Assembly: 1 Box, 2 Screws, 2 Channel Nuts

Wt/100 pcs: 88 Lbs (47.8 kg)

P2534-50, P2534-75

CONDUIT SWING FITTING
2"
(50.8)

Design Load
300 Lbs (1.33 kN)

4 13⁄16"
(122.2)
2"
(50.8)

2"
(50.8)

2 Holes

15°
15°

(.08π)

1
⁄4" X 3⁄4" Slotted Hex Head
Screws and Nuts Included

(.08π)

9

Bushing
Not Included

3
⁄16"
(4.8)

Ground Wire

Solar

⁄32" (7.1)

‡&RQGXLWKDQJHUILWWLQJVDOORZDIUHHVZLYHORI° in one direction.
‡)LWWLQJPD\EHPRXQWHGWRWKHVORWVLGHRIWKH8QLVWUXWFKDQQHORUWRWKHEDFN

Unipier®

P2534-50 For 1⁄2" Rigid Conduit
P2534-75 For 3⁄4" Rigid Conduit

Wt/100 pcs: 96 Lbs (43.5 kg)

15⁄8" Framing System

Telestrut

B

4" (101.6) BUS BAR MAPLE CLAMPS

Nuts & Hardware

Hole Size

Hole Size
In (mm)
0-1
0 - 25.4
1 - 11»2
[
11»2 - 2
38.1 - 50.8
2 - 21»2
[
21»2 - 3
63.5 - 76.2
3 - 31»2
[
3 1» 2 - 4
88.9 - 101.6
over 4
over 101.6

P2647F

General Fittings

Part
No.

THRU

Pipe/Conduit Supports

A

P2647A

Concrete Inserts

1 5⁄8"
(41.3)

MAPLE CABLE CLAMPS

Electrical Fittings

P2645A THRU P2645H

1 5¼8" Channel

Electrical Fittings

129

Nuts & Hardware

PORCE-A-CLAMP™

P1787 THRU P1795

Hole Size

B

Telestrut

1 5¼8" Channel

Electrical Fittings

Part
Number

A

P1787A
Patents Pending
Strap Material:
Electro-galvanized Steel (EG) or
Stainless Steel (SS)
Use With: All 15»8" channel

P1787B
P1787C
P1788
P1788A

P1788C
Porce-A-Clamp™
‡ 1RQ%UHDNDEOH73(0DWHULDO
‡ 895HVLVWDQW
‡ 8//LVWHG
‡ 2SWLRQDO6WDLQOHVV6WHHO&ODPSV
‡ 7DSHUHG)ODQJHWR3URWHFW&DEOH
‡ 'LHOHFWULF6WUHQJWK9ROWV
Per Mil.
‡ 2QH3LHFH,QVXODWRU
‡ 5HSODFHV3RUFHODLQ	0DSOH
Cable Clamp.
‡ )RUXVHLQDFFRUGDQFHZLWK1DWLRQDO
Electrical Code ANSI/NFPA 70.
‡ ,QFOXGHV3LSH6WUDS
‡ 7HPSHUDWXUH5DWLQJƒ)WRƒ)
(-45°C to +135°C)

Unipier®

P1789
P1789A
P1789B
P1789C
P1790
P1790A
P1790B
P1790C
P1791
P1791A

P2535
CONDUIT HANGER CONNECTION
FOR 1¼2"CONDUIT

7

“A”
In (mm)

“B”
In (mm)

Wt/100 pcs
Lbs (kg)

Part
Number
P1791B

1.36
34.5

1.82
46.2

25
11.3

P1791C
P1792
P1792A
P1792B

1.86
47.2

2.34
59.4

37
16.8

P1792C
P1793
P1793A
P1793B

2.36
59.9

2.86
72.6

58
26.3

P1793C
P1794
P1794A
P1794B

2.86
72.6

3.50
88.9

76
34.5

P1794C
P1795
P1795A
P1795B

3.36
835

4.05
102.9

90
40.8

P2536
CONDUIT HANGER CONNECTION
FOR 3¼4"CONDUIT

1
⁄4" X 5⁄8" Flat Head
Machine Screws and
P3006-1420 Nuts
Included

⁄8" (22.2) Dia.

Hole Size
In (mm)
21»2
63.5
25»8
66.7
23»4
69.9
27»8
73.0
3
76.2
31»8
79.4
31»4
82.6
33»8
85.7
31»2
88.9
35»8
92.1
33»4
95.3
37»8
98.4
4
101.6
41»8
104.8
41»4
108.0
43»8
111.1
41»2
114.3

P2522

1
⁄4" X 5⁄8" Flat Head
Machine Screws and
P3016-1420 Nuts Included

1 3⁄32" (27.8) Dia.

4"
(101.6)

1 5⁄8"
(41.3)

Design Load
400 Lbs (1.78 kN)
Material: 12 gauge (2.7).

Wt/100 pcs: 28 Lbs (12.7 kg)

130

5 1⁄8"
(130.2)

Material: 16 gauge (1.5)

Design Load
200 Lbs (0.89 kN)

Wt/100 pcs: 36 Lbs (16.3 kg)

“A”
In (mm)

“B”
In (mm)

Wt/100 pcs
Lbs (kg)

3.36
85.3

4.05
102.9

90
40.8

3.86
98.0

4.75
120.7

109
49.4

4.36
110.7

5.125
130.2

130
59.0

4.86
123.4

5.54
140.7

160
72.6

5.24
133.1

5.92
150.4

160
72.6

OUTLET BOX CONNECTION

1

3

1 15⁄16"
(49.2)

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

P1788B

Hole Size
In (mm)
3» 8
9.5
1» 2
12.7
5
»8
15.9
3» 4
19.1
7» 8
22.2
1
25.4
11»8
28.6
11»4
31.8
1 3» 8
34.9
11»2
38.1
15»8
41.3
13»4
44.5
1 7» 8
47.6
2
50.8
21»8
54.0
21»4
57.2
2 3» 8
60.3

⁄4" X 5⁄8" Flat Head
Machine Screws and
115⁄16" P3016-1420 Nuts Included

1 ⁄16"
(30.2) (49.2)

6 1⁄4"
(158.8)

3 Knockouts
7
⁄8" (22.2) Dia.

Wt/100 pcs: 35 Lbs (15.9 kg)

15⁄8" Framing System

Receptacles & Fixture Hangers

1
⁄4" X 1" RHMS and
Sq. Nut Included

A

Sq. Hole

Use with Channels:
P1001, P1101, P2001,
P5000, & P5500.
Material: 14 gauge (1.9).

P2602

9

⁄32" (7.1)
Sq. Hole

Use with Channels:
P1000, P1100,
P3000, P3300
Material: 14 gauge (1.9).

Part
No.
P2855
P2856
P2857

“A”
Wt/100
pcs
In
(mm) Lbs (kg)
9»16
32
14.3
14.5
7» 8
32
22.2
14.5
13»32
32
10.3
14.5

A
1 5⁄8"
(41.3)
9

⁄32" (7.1) Dia. Hole

‡+DQJHUSURYLGHVPRUHWKDQ1»2" (12.7) space
between channel and fixtures.
Materials: 18 gauge (1.2).
Part
No.

MECURY VAPOR FIXTURE HANGER

Use
w/Channel
P1000
P1100
P3000

P2537
6 3⁄ 4"
(171.5)

P5537
CLOSURE
STRIP

Hole Size
1 1⁄16"
(27.0)

CHANNEL

Requires P2603
wiring nipple
Use with 15»8" Channel
Finish: Electro-galvanized
Stock Size: 1»4"
NOTE: Supports fixture in slot up or down system.

LIGHT
FIXTURE

Threaded
Plate Nut

Machine Screws
and 4 Hole Splice
Plate Nut Included

Material: 16 gauge (1.6).

“A”
Assy. Use W/
Clevis
In
No. Channel (mm) No.
P1000
15»8
P3922
P2377
P1100
41.3
3
1 »8
P3923 P3000
P3377
34.9
13
»16
P3924 P4000
P5377
20.6
5
1 »8
P3925 P5500
P2377
41.3
5
1 »8
P3926 P5000
P2377
41.3

1

⁄4" X 5⁄8" Flat Head Machine

Screw and P3016-1420 Nut
Included

⁄8" (22.2) Dia.

2 1⁄ 4"
(57.2)

Material: 12 gauge (3).
Wt/100 pcs: 27 Lbs (12.2 kg)

1 ⁄ " Framing System
58

31»4
82.6

22
10.0

1
⁄4" X 1" RHMS and
Sq. Nut Included

Where swivel joint
is required

A

Back
Clevis
No.

Plate
Nut
No.

1 5⁄8" (41.3)
1

⁄4" X 3⁄4"

P2517 P2869
P2517 P2869
P2517 P2869
P5517 P2869
P5017 P2869

‡+DQJHUSURYLGHV1»8" (3.2)
space between channel
and fixtures.
Materials: 18 gauge (1.2).

Wt/100
pcs
Lbs (kg)
100
45.4
97
44.0
80
36.3
103
46.7
106
48.1

Part
No.

Use w/Channel
P1000
P2539
P1100

P2521-50, P2521-75
END CONNECTORS FOR 1¼2" & 3¼4" CONDUIT

1
7

19
8.6

Carriage Bolt
and Sq. Nut Included

P3521-50
END CONNECTORS FOR 1¼2"CONDUIT

P3000

27»16
61.9

P2539, P3539, P5539
FLUORESCENT FIXTURE HANGERS

P2869 14 (2) Gage

⁄4" X 5⁄8" Flat Head

Wt/100 pcs
Lbs (kg)

P5500

SPLICE FITTINGS

1

“A”
In (mm)

Wt/100 pcs: 154 Lbs (69.9 kg)

P3922 THRU P3926

6 3⁄4"
(171.5)

Design Load
120 Lbs (0.53 kN)

Machine Screw and
P3016-1420 Nut
Included

2 1⁄16"
(52.4)

Conduit Wt/100
Part
Size A
pcs
No.
In
Lbs (kg) Use with channels:
P1000 and P1100.
27
1» 2
P2521-50
12.2
Material:
12 gauge (3)
26
3» 4
P2521-75
11.8

P3000

P5539

P5500

Wt/100 pcs
Lbs (kg)
17
7.7
15
6.8
18
8.2

P5521-50, P5521-75
END CONNECTORS FOR 1¼2" & 3¼4" CONDUIT
A

⁄4" X 5⁄8" Flat Head

P3539

Design Load
120 Lbs (0.53 kN)

“A”
In (mm)
13»4
44.5
11»2
38.1
29»16
65.1

1

⁄4" X 5⁄8" Flat Head

A

P5500

Machine Screw and
P3016-1420 Nut
Included

Conduit Wt/100
Part
Size A
pcs
No.
In
Lbs (kg)
27
1» 2
P5521-50
12.2
26
3» 4
P5521-75
11.8

1 3⁄8"
(34.9)

Material:
12 gauge (3).

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Telestrut

“A” Wt/100
pcs
In
(mm) Lbs (kg)
9»16
44
P2755
14.3
20.0
7» 8
44
P2756
22.2
20.0
13»32
44
P2757
10.3
20.0
Part
No.

⁄32" (7.1)

Design Load
120 Lbs (0.53 kN)

Nuts & Hardware

9

2 3⁄ 4"
(69.9)

General Fittings

Design Load
120 Lbs (0.53 kN)

Electrical Fittings

4 1⁄4"
(108.0)

Pipe/Conduit Supports

A

1 5¼8" Channel

P2537, P5537
FLUORESCENT FIXTURE HANGERS

131

Concrete Inserts

EG

Solar

P2855, P2856, P2857
RACEWAY HANGERS

Unipier®

P2755, P2756, P2757
RACEWAY HANGERS

P5021-50, P5021-75
1

Machine Screw and
P3016-1420 Nut
Included

Tapped for 1"
Conduit Thread

A
1

1 5⁄8"

P5000

Nuts & Hardware

(41.3)

General Fittings
Pipe/Conduit Supports

P5021-100
END CONNECTOR FOR 1" CONDUIT

P1000

Tapped for 1"
Conduit Thread

P5521-100
END CONNECTOR FOR 1" CONDUIT

1

Conduit Wt/100
Size A
pcs
In
Lbs (kg)
31
1» 2
P5021-50
14.1
30
3» 4
P5021-75
13.6
Part
No.

Machine Screw and
P3016-1420 Nut
Included

Material: 12 gauge (2.7).

Wt/100 pcs: 24 Lbs (10.9 kg)

SPACER CLEVIS

P5000

⁄4" x 5⁄8" Flat Head

Machine Screw and
P3016-1420 Nut
Included

1 5⁄ 8 "
(41.3)

Material: 12 gauge (2.7).

Wt/100 pcs: 28 Lbs (12.7 kg)

P1180W THRU
P5580W END CAPS

EG

7
⁄8" DIA.
(22.2)

UNISTRUT Channel

P5500
1

⁄4" x 5⁄8" Flat Head

Machine Screw and
P3016-1420 Nut
Included

15⁄8"

121⁄32"
(42.1)

2"
(50.8)

2"
(50.8)

⁄8"
(3.2)

P2603 FIXTURE WIRING NIPPLE

Flourescent Fixture

Wt/100 pcs: 24 Lbs (10.9 kg)

P2540, P2540A

1.10"
(27.9)

2 1⁄ 8"
(54)

A

WIRING STUD NUT
Stamped Ident. No.
P2540 – 121961
P2540A – 121960
Material: Sintered metal.

0.80"
(20.3)

Assembly: »2" x 2" rigid conduit
nipple Bushing Locknut

P2541
P2540 Wiring
Stud Nut

Material: 12 gauge (2.7).

Wt/100 pcs: 24 Lbs (10.9 kg)

1

»2" American Standard
Straight Pipe Thread

Part
No.

1

Design Load
320 Lbs (1.42 kN)

Material: 14 gauge (1.9)

1

4"
(101.6)

(41.3)

Material: 12 gauge (2.7).

Hole Dia.
.600" (15.2)

2 1⁄16"
(52.4)

⁄4" x 5⁄8" Flat Head

P2541

Wt/100 pcs: 14 Lbs (6.4 kg)

“A”
In (mm)
15»64
P2540
27.4
5» 8
P2540A
15.9

P2803

Wt/100 pcs
Lbs (kg)
10.0
4.5
8
3.6

HUB ASSEMBLY

Part
Number
P1180W
P1280W
P2280W
P3280W
P4280W
P5280W
P5580W

Use
With
P1100
P1000
P2000
P3000
P4000
P5000
P5500

Wt/100 pcs
Lbs (kg)
12 (5.4)
11 (5.0)
11 (5.0)
8 (3.6)
5 (2.3)
22 (10.0)
18 (8.2)

P2802 JUNCTION BOX COVER

4 3⁄16"

4 3⁄16"

(106.4)

(106.4)

Wt/100 pcs: 30 Lbs (13.6kg)

P2801

JUNCTION BOX

Stamp ID No. 122022
3"

(76.2)

1 11⁄16"
(42.9)

P2803 Hub

2"
(50.8)

2 1⁄ 4"
(57.2)

Solar

Concrete Inserts

P2521-100
END CONNECTOR FOR 1" CONDUIT
Tapped for 1"
Conduit Thread

Material: 12 gauge (2.7).

Electrical Fittings

END CONNECTOR FOR 1¼2" & 3¼4" CONDUIT

⁄4" X 5⁄8" Flat Head

Telestrut

1 5¼8" Channel

Electrical Accessories & Junction Boxes

Unipier®

P2801
Junction Box

P2801

132

Wt/100 pcs: 32 Lbs (14.5 kg)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

P1000
Channel

Note: Combine junction box (P2801) and
hub assemblies (P2803) to make
1, 2, 3, or 4 way junction box.

4"
(101.6)

4"
(101.6)

Wt/100 pcs: 113 Lbs (51.4 kg)

15⁄8" Framing System

Swivel Hangers & In-Channel Joiners

P3300, P4000,
P4100

1 1⁄2"
(38.1)

3/8"-16 x 1/4" Socket Cup Point
Set Screws Included
Extruded Aluminum

Retainer may be easily pushed into
channel to support wires until
closure strip is installed.

Wt/100 pcs: 11 Lbs (5.0 kg)

P2900

Wt/100 pcs: .30 Lbs (.1 kg)

AL

P2901

Telestrut

1 3⁄16"
(30.2)

⁄4" x 20 Thd.

Nuts & Hardware

1

1 5¼8" Channel

1 1⁄2"
(38.1)

P2904

Wt/100 pcs: 12 Lbs (5.4kg)

P2902

AL

P2903

General Fittings

P1000
P1000

P1000

3/8"-16 x 1/4" Socket Cup Point
Set Screws Included
Material: Cast aluminum.

P1000

3/8"-16 x 1/4" Socket Cup Point
Set Screws Included
Material: Cast aluminum.

Wt/100 pcs: 20 Lbs (9.1 kg)

Wt/100 pcs: 35 Lbs (15.9 kg)

M2037, M2050

SWIVEL HANGERS

3/8"-16 x 1/4" Socket Cup Point
Set Screws Included
Material: Cast aluminum.

3/8"-16 x 1/4" Socket Cup Point
Set Screws Included
Material: Cast aluminum.

Wt/100 pcs: 27 Lbs (12.2 kg)

Wt/100 pcs: 45 Lbs (20.4 kg)

M2250

SWIVEL HANGER

A

⁄8" (9.5) DIA.

B

1 3⁄4"
(44.5)

Part
No.

A

3

Design Load
600 Lbs (2.67 kN)

3

“A”
In

M2037

38

M2050

12

» " - 16
» " - 13

M2137, M2150

“B”
In (mm)
231»32
75.4
23»4
69.9

⁄8" (9.5) DIA.

⁄2" - 13 THD.
Design Load
600 Lbs (2.67 kN)

Wt/100 pcs
Lbs (kg)
23
10.4
32
14.5

SWIVEL HANGERS

1

Wt/100 pcs: 18 Lbs (8.2 kg)

M2350

SWIVEL HANGER

A
1 3⁄4"
3

B

3

⁄8" (9.5) DIA.

(44.5)

⁄8" (9.5) DIA.

Design Load
600 Lbs (2.67 kN)

Pipe/Conduit Supports

POLYPROPYLENE WIRE RETAINER

1"

Electrical Fittings

P2552

Concrete Inserts

P3116-125
FIXTURE STUD NUT

1"
1

(25.4)

A

15⁄8" Framing System

Part
No.

“A”
In

“B”
In (mm)
229»32
M2137 3»8" - 16
74
2 3» 4
M2150 1»2" - 13
69.9

Wt/100 pcs
Lbs (kg)
27
12.2
45
20.4

⁄2" - 13 THD.

Design Load
600 Lbs (2.67 kN)

Wt/100 pcs: 20 Lbs (9.1 kg)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

133

Unipier®

Solar

(25.4)

1 5¼8" Channel

Cable Entrance Tubing
P16F

P21H

Slot Size
3
⁄ 4" X 7⁄ 8"
(19.1) x (22.2)
Slot Size

Telestrut

17⁄32"

Slot Size
⁄ 4" X 7⁄ 8"
(19.1) x (22.2)

Slot spacing
11»4" (31.8)
on center.

Slot spacing
11»4" (31.8)
on center.

3

x 7⁄8"

Slot Size

(13.5) x (22.2)

17⁄32"

3

1 ⁄ 4"
(44.5)

x 7⁄8"

2 3⁄16"
(55.6)
2

(13.5) x (22.2)
7

2

⁄32" (5.6)

7

⁄32" (5.6)

23

1
2

⁄32" (5.6)

2

Solar

⁄32" (5.6)

Wt/100 Ft: 297 Lbs (440 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

P21H - COLUMN LOADING

Unbraced
Height
In

Max. Allowable Load
Column Loaded
at C.G.
Lbs

Max. Allowable Load
Column Loaded
at Slot Face
Lbs

24
36
48
60
72
84
96
108
120
144

9,600
9,000
8,300
7,500
6,600
5,600
4,500
3,600
2,900
2,000

3,300
3,100
2,900
2,700
2,400
2,200
1,900
1,600
1,400
1,100

P16F - COLUMN LOADING (METRIC)

Unipier®

7

2 5⁄32"
(54.8)

Tubing Finishes: PL, GR, HG, PG;
Standard Lengths: 10' & 20'

P16F - COLUMN LOADING

134

1

1

Wt/100 Ft: 178 Lbs (260 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
12 Gauge Nominal Thickness .105" (2.7mm)

Concrete Inserts

Electrical Fittings

7

1 ⁄32"
(43.7)

Tubing Finishes: PL, GR, HG, PG;
Standard Lengths: 10' & 20'

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

1

Unbraced
Height
In
24
36
48
60
72
84
96
108
120
144
168

Max. Allowable Load
Column Loaded
at C.G.
Lbs
17,700
16,900
16,000
15,000
13,900
12,600
11,300
9,900
8,300
5,800
4,230

Max. Allowable Load
Column Loaded
at Slot Face
Lbs
6,200
6,000
5,700
5,400
5,100
4,700
4,300
3,900
3,500
2,800
2,300

P21H - COLUMN LOADING (METRIC)

Unbraced
Height
mm

Max. Allowable Load
Column Loaded
at C.G.
kN

Max. Allowable Load
Column Loaded
at Slot Face
kN

610
914
1,219
1,524
1,829
2,134
2,438
2,743
3,048
3,658

42.7
40.0
36.9
33.4
29.4
24.9
20.0
16.0
12.9
8.9

14.7
13.8
12.9
12.0
10.7
9.8
8.5
7.1
6.2
4.9

Unbraced
Height
mm

Max. Allowable Load
Column Loaded
at C.G.
kN

Max. Allowable Load
Column Loaded
at Slot Face
kN

610
914
1,219
1,524
1,829
2,134
2,438
2,743
3,048
3,658
4,267

78.7
75.2
71.2
66.7
61.8
56.0
50.3
44.0
36.9
25.8
18.8

27.6
26.7
25.4
24.0
22.7
20.9
19.1
17.3
15.6
12.5
10.2

15⁄8" Framing System

1,600
1,070
800
640
530
460
400
360
320
270
230

0.06
0.13
0.23
0.36
0.52
0.71
0.93
1.18
1.45
2.09
2.85

1,600
1,070
800
590
410
300
230
180
150
100
70

1,600
1,070
690
440
310
220
170
140
110
80
60

1,600
820
460
290
200
150
110
90
70
50
40

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

24
36
48
60
72
84
96
108
120
144
168

3,790
2,530
1,900
1,520
1,260
1,080
950
840
760
630
540

0.05
0.11
0.19
0.29
0.42
0.58
0.76
0.96
1.18
1.70
2.31

3,790
2,530
1,900
1,520
1,190
870
670
530
430
300
220

3,790
2,530
1,900
1,280
890
660
500
400
320
220
160

3,790
2,380
1,340
860
590
440
330
260
210
150
110

P16F - BEAM LOADING (METRIC)

P21H - BEAM LOADING (METRIC)

Span
mm

Max
Allowable
Uniform Load
kN

Defl. at
Uniform
Load
mm

Span/180
kN

Span/240
kN

Span/360
kN

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000

7.2
5.8
4.3
3.5
2.9
2.5
2.2
1.7
1.5
1.2
1.1

1
2
4
6
9
12
16
25
36
49
64

7.2
5.8
4.3
3.5
2.7
2.0
1.5
1.0
0.7
0.5
0.4

7.2
5.8
4.3
2.9
2.0
1.5
1.1
0.7
0.5
0.4
0.3

7.2
5.4
3.0
1.9
1.4
1.0
0.8
0.5
0.3
0.2
0.2

Span
mm

Max
Allowable
Uniform Load
kN

Defl. at
Uniform
Load
mm

Span/180
kN

Span/240
kN

Span/360
kN

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500
4,000

17.1
13.7
10.3
8.2
6.9
5.9
5.1
4.1
3.4
2.9
2.6

1
2
3
5
7
10
13
20
29
40
52

17.1
13.7
10.3
8.2
6.9
5.8
4.4
2.8
2.0
1.4
1.1

17.1
13.7
10.3
8.2
5.9
4.3
3.3
2.1
1.5
1.1
0.8

17.1
13.7
8.8
5.7
3.9
2.9
2.2
1.4
1.0
0.7
0.5

Uniform Loading at Deflection

Uniform Loading at Deflection

Notes:
1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support.
2. Long span beams should be supported in such a manner as to prevent rotation and twist.
3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center
of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.

P16F - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

15⁄8" Framing System

P21H - ELEMENTS OF SECTION
P16F
0.416
In2

P16F (metric)
2.68
FP2

0.168
0.192
0.650

In4
In3
In

7.0
3.1
1.7

FP4
FP3
FP

0.210
0.240
0.725

In4
In3
In

8.7
3.9
1.8

FP4
FP3
FP

Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

Telestrut

24
36
48
60
72
84
96
108
120
144
168

Span
In

General Fittings

Span/360
Lbs

Uniform Loading at Deflection

P21H
0.749
In2

P21H (metric)
4.83
FP2

0.490
0.455
0.820

In4
In3
In

20.4
7.5
2.1

FP4
FP3
FP

0.590
0.540
0.900

In4
In3
In

24.6
8.8
2.3

FP4
FP3
FP

135

Pipe/Conduit Supports

Span/240
Lbs

Defl. at
Uniform
Load
In

Electrical Fittings

Span/180
Lbs

Max
Allowable
Uniform Load
Lbs

Uniform Loading at Deflection

Concrete Inserts

Defl. at
Uniform
Load
In

Solar

Span
In

Max
Allowable
Uniform Load
Lbs

Nuts & Hardware

P21H - BEAM LOADING

Unipier®

P16F - BEAM LOADING

1 5¼8" Channel

Cable Entrance Tubing

P2820, P2940
CHANNEL/TUBE CONNECTORS
3

3 ⁄4"
(95.3)

General Fittings
Pipe/Conduit Supports
Electrical Fittings

P2823

90° RACK FITTING

P4000

Use Either Threaded Hole

9

⁄16" (14.3) Dia. Holes

3"
(76.2)

7

⁄16" (11.1) Dia. Holes

Part
No.

LOCKING CLIP

(127.0)

Wt/100 pcs
Lbs (kg)
97
P2822 P16F
(44.0)
122
P2932 P21H
(55.3)

Part Use Wt/100 pcs
No. With
Lbs (kg)
P2820 P16F 116 (2.6)
P2940 P21H 148 (67.1)

P2821

5"

Splicing should occur
within the top one quarter of
column height.
Use
With

Wt/100 pcs: 66 Lbs (29.9 kg)

P2928, P2929 AND P2930

CABLE BRACKETS
1 5⁄8"
(41.3)
B

P2821
Locking Clip

A

Use with P16F or P21H.

L

Material: 12 gauge steel.
Cable Hook
supplied by others.

Exclusive Cable Hook
Locking Clip prevents Cable
Hook removal.

Part
Number
P2928
P2929
P2930

“L”
In (mm)
6
152.4
12
304.8
18
457.2

“A”
In (mm)
31»2
88.9
31»2
88.9
31»2
88.9

“B”
In (mm)
7» 8
22.2
15»8
41.3
15»8
41.3

Wt/100 pcs
Lbs (kg)
92
41.7
320
145.1
420
190.5

Uniform
Design Load
Lbs (kN)
500
2.22
250
1.11
170
0.76

Safety factor of 3.
Wt/100 pcs: 3 Lbs (1.4 kg)

P2920

THRU

P2924

CABLE BRACKETS

⁄16" (4.8) x 3⁄4" (19.1) Slots
2 3⁄4" (69.9) on Center

B
A
L
Use with P16F or P21H.

Material: 12 gauge steel.

136

HG

1 5⁄8"
(41.3)

Solar
Unipier®

SPLICE FITTINGS
Splice Fitting Assembly
Secured to Flat Side with
Hardware Provided

1 5 ⁄8 "
(41.3)

3

Concrete Inserts

P2822, P2932

53⁄8"
(136.5)

Nuts & Hardware

Telestrut

1 5¼8" Channel

Cable Entrance Fittings

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Part
Number

“L”
In (mm)
51»2
P2920
139.7
81»4
P2921
209.6
11
P2922
279.4
133»4
P2923
349.3
191»4
P2924
489.0
Safety factor of 3.

“A”
In (mm)
31»2
88.9
31»2
88.9
31»2
88.9
31»2
88.9
31»2
88.9

“B”
In (mm)
7»8
22.2
7
»8
22.2
15 » 8
41.3
15 » 8
41.3
15 » 8
41.3

Wt/100 pcs
Lbs (kg)
90
40.8
120
54.4
300
136.1
340
154.2
430
195.0

Uniform
Design Load
Lbs (kN)
500
2.22
325
1.45
275
1.22
220
0.98
160
0.71

15⁄8" Framing System

12
54
37
36
25
22
16

10
34
29
28
20
13
13

8
17
13
13
10
7
7

6
12
10
7
7
5
5

P5500, & -KO
1XPEHUDQG&RQGXFWRU6L]H$:*
14
40
26
26
17
15
10

12
30
21
20
14
12
9

10
19
16
15
11
7
7

8
9
7
7
6
4
4

6
6
5
4
4
3
2

P1000, & -KO, P1100 & -KO

Gauge
THWN, THHN
XHHW
T, TW
THW
RH
RHH, RHW

14
141
93
91
59
53
37

14
88
58
57
37
33
23

12
66
46
44
30
27
20

10
42
35
34
24
16
16

8
20
16
16
12
9
9

Size

P3300 & KO

15»8" x 7»8"

P3000 & KO

15»8" x 13»8"

P1000 & KO, P1100 & KO

15»8" x 15»8"

P5500 & KO

15»8" x 27»16"

P5000 & KO

15»8" x 31»4"

8
33
27
26
20
14
14

6
23
19
15
15
10
10

Number and Conductor Size (AWG)

Area
0.975
629
1.677
1,082
2.028
1,308
3.169
2,045
4.308
2,779

40% Area
0.390
252
0.671
433
0.811
523
1.268
818
1.723
1,112

Gauge
THWN, THHN
XHHW
T, TW
THW
RH
RHH, RHW

6
14
12
9
9
6
6

Channel Size and Inside Area
Channel Part Number

10
66
57
55
39
26
26

P5000, & -KO

1XPEHUDQG&RQGXFWRU6L]H$:*
Gauge
THWN, THHN
XHHW
T, TW
THW
RH
RHH, RHW

12
105
73
58
49
44
32

25% Area
0.244
157
0.419
270
0.507
327
0.792
511
1.077
695

14
193
128
125
81
73
51

12
105
101
98
67
60
44

10
91
78
75
54
36
36

8
45
37
35
28
19
19

6
32
27
20
20
13
13

Note:
Raceways with external joiners shall use a 40% wire fill calculation to determine the
number of conductors permitted.
Raceways with internal joiners shall use a 25% wire fill calculation to determine the
number of conductors permitted

Electrical Fittings

Gauge
THWN, THHN
XHHW
T, TW
THW
RH
RHH, RHW

1XPEHUDQG&RQGXFWRU6L]H$:*

Also UL Listed
P1001, P1101, P3001, P3301, P5001 & P5501

C.S.A. APPROVED

15⁄8" Framing System

P3300
A
4
3
-

P5000 &-KO
B
6
6
-

A
10
10
8
6
4

P5500, &-KO
B
10
10
10
9
6

A
10
10
8
6
4

B
10
10
10
8
6

Solar

P1000, &-KO
Raceway Wire
P1100, &-KO
P3000, &-KO
Size
AWG
A
B
A
B
14
6
10
5
10
12
6
10
4
10
10
5
8
4
6
8
4
6
3
4
6
2
3
2
2
Unistrut channels are also certified by Canadian Standards Association.

installed to support electric discharge type lighting fixtures when raceway wiring is
suitable for at least 75° C and clearance between fixtures and raceway is at least 1»8"
(3.2).
Maximum number of wires for types T, THHN,
THW, THWN, TW, R, RH, RHH, RHW or XHHW

Unipier®

Suitable for number of wires in Column A when installed to support and supply electric
discharge type lighting fixtures when raceway wiring is suitable for at least 75° C
except wire suitable for 60° C may be used when clearance between fixtures and
raceways is at least 1»2" (12.7). Also suitable for number of wires in column B when

Telestrut

14
72
48
46
30
27
19

Nuts & Hardware

1XPEHUDQG&RQGXFWRU6L]H$:*
Gauge
THWN, THHN
XHHW
T, TW
THW
RH
RHH, RHW

General Fittings

P3300

P3000, & -KO

Concrete Inserts

Unistrut channel is listed by Underwriters' Laboratories as a surface metal raceway.
Snap-in closure strip is used to complete the raceway. Accessory parts listed by
Underwriters are noted on drawings.
The following tables represent maximum number of conductors when raceway is
not employed with fixtures or where the clearance between fixtures and raceway is
greater than 1»2" (12.7). In all cases the snap-in cover is required to complete raceway
enclosure.

Pipe/Conduit Supports

U.L. LISTED

1 5¼8" Channel

Electrical Technical Data

137

FLUORESCENT FIXTURES - SUPPORT APPLICATIONS
Spring-Nut attachment system
Conduit connects through knockout in fixture. Fixture
is supported by P1006-1420 spring nut and 1/4"
round head machine screw. Assembly is supported
by P2855 hinged hanger.

Slotted channel attachment system
Conduit connects through knockout in fixture.
Fixture is supported by HCSS series hex bolt and
hex nut. Raceway is supported by P2855 hanger.
To splice a continuous run, use P3922.

Deflections are based on continuity of span and use of 4 ft. fixtures weighing approximately 30 lbs. each. Do not use joiner fittings between supporting hangers. When
using knock-out or slotted channels deflections will be increased approximately 5%.
With fixtures spaced 2' - 0" apart, deflection is 60-70% of table. When spaced 4' - 0"
apart, deflection is 50-60% of table.
Deflection Table
8'
10'
Channel P P
0.187
P3300
–
4.7
0.100 0.250
P3000
2.5
6.4
0.088 0.250
P1100
2.2
6.4
0.180
P1000
–
4.6
P5500

–

–

P5000

–

–

P1001

–

–

P5001

–

–

12'
14'
16'
18'
20'
22'
24'
P P P P P P P
–

–

–

0.500
–
–
12.7
0.437 0.875
–
11.1 22.2
0.312 0.625 1.000
7.9
15.9 25.4
0.250 0.500
–
6.4
12.7
0.310
–
–
7.9
0.310
–
–
7.9
–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

1.625
41.3
0.812
20.6
0.625
15.9
0.625
15.9
0.200
5.1

1.620
–
–
41.1
1.000 1.800 2.500
25.4 45.7 63.5
1.000 1.800 2.500
25.4 45.7 63.5
0.250 0.400 0.500
6.4
10.2 12.7

HIGH-BAY FIXTURE RACEWAY APPLICATIONS
H.I.D. Knockout
mounted system

High-Bay dual
mounted system

Fixture attached to and wired from raceway
by 1»2" nipple assembly of desired length at
channel knockout. P1280W end cap, P3184
closure strip, P2535 conduit connector, and
P2855 channel hanger complete assembly. For
splicing channels into continuous raceway runs,
use joiner fitting P3922.

H.I.D. Plug-in system
ZLWKVZLYHO

Uplighting with underhung or
remote ballast

Unipier®

Solar

RECOMMENDED SUPPORT SPACING FOR FIXTURES

Distance Between Supports - In (mm)

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Electrical Technical Data

138

Fixtures, supported by P2855 hangers and M2250 eyelets, plug into
receptacle mounted in P2567 outlet
box. P2855 hangers also support
raceway. P2521-75 end connector
joins conduit to raceway. P1280W end
caps (not shown) and P3184 closure
strip complete assembly.

Fixtures are connected to and wired
form raceway by conduit connector
fitting P2536. Raceway is supported by
P2855 hanger. P1280W end caps and
P3184 closure strip complete the assembly. Conduit connected to raceway
through channel knockout.

H.I.D. Plug-in system
ULJLGPRXQW
Fixtures are supported by P2602
clevis hangers. Cover plate on
P2567 outlet box provides access
to receptacle box. Raceway is
supported and wired by top mounted
P2535 conduit connectors. P1280W
end caps and P3184 closure strip
complete assembly.

Fixtures attached to and wired from P2535 conduit fittings mounted to slot side of
channel. Raceway can be wired by P2521 as shown or, conduit can enter through
available knockout. Ballasts in P2521 are connected at the knockout by fixture
adapter. In remote ballast installations, follow manufacturers instructions. P2855
hinged hangers support both types of installations. P3184 closure strip and P1280W
end caps complete assembly. For continuous raceways, use joiner fitting P3922.
P2521-75 end connector joins conduit to raceway.

15⁄8" Framing System

CONCRETE INSERTS
Heavy-Duty Inserts ................................................................. 141
Standard-Duty Inserts..................................................... 142, 144
Light-Duty Inserts ................................................................... 143
Spot Inserts ............................................................................. 144
Deck Inserts ............................................................................. 145
Components ............................................................................ 145
Technical Data ......................................................................... 146

MATERIAL

DESIGN LOAD

Cold-formed inserts are manufactured from standard 12
gauge (2.7 mm) Unistrut channel sections conforming to
ASTM A1011 SS GR 33 or ASTM A653 GR 33, unless otherwise noted.

Design loads, where shown, are based on 3,000 PSI
concrete, unless noted.

Hot-rolled inserts, as noted, are manufactured from carbon
steel meeting physical requirements of ASTM A283 GR D.

Insert lengths range from 3 inches (76.2 mm) to 20 feet
(6.10m) with a tolerance of ±1⁄4-inch (6.4mm).

To inhibit concrete seepage, all inserts (except spot inserts)
are provided with closure strips and end caps or foam filler,
unless otherwise requested.

DIMENSIONS

Most concrete inserts are available in stainless steel on special order. Consult factory for ordering information.

APPLICATION
A wide range of heavy-duty to light-duty “continuous” and
“spot” concrete inserts are available for use in pre-cast,
pre-stressed or poured-in-place concrete floors, walls or
ceilings.

STANDARD LENGTHS

Imperial dimensions are illustrated in inches. Metric dimensions are shown in parentheses or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.
Custom-designed inserts are available on special order.
Consult factory for ordering information.

FINISHES
Cold-formed, standard-duty, light-duty and spot concrete
inserts are available in:
Hot dipped galvanized (HG), conforming to
ASTM A123 or A153;
Pre-galvanized (PG), conforming to ASTM A653 GR 33
Plain (PL).

139

Heavy Duty

Light Duty

P3754-Pg 141

P3349-Pg 143

Standard Duty

P3352-Pg 143

P3354-Pg 143

P3249-Pg 142

P3253-Pg 142

P3254-Pg 142

P3165-Pg 144

P2865-Pg 144

Spot Inserts and Components

P3245-Pg 144

P3245N4-Pg 144

M24-Pg 144

Heavy Duty-Pg 193

Light Duty-Pg 194

P3700-Pg 145

M2506-Pg 144

Fiberglass Concrete Inserts

P1703-Pg 145

P2407-Pg 145

P3663-Pg 145

Closure Strips

Heavy Duty - Standard Profile-Pg 195

P1184
Pg 60

P1184P
Pg 60

P3184
Pg 60

P3184P
Pg 60

P3184F
Pg 60

P3712P
Pg 60

Channel Nuts

Heavy Duty-Pg 73

Heavy Duty-Pg 73

Standard Duty-Pg 73

Standard Duty-Pg 73

Light Duty-Pg 73

Light Duty-Pg 73

INSTALLING CONCRETE INSERTS
1. Nail insert to concrete form using
prepunched nail holes

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Concrete Inserts Pictorial Index & Installation

2. Attach rebars to flanges on insert

The Unistrut concrete insert is firmly fixed to the concrete side of the form before
pouring. When the forms are removed, the insert is ready for use. Brackets and other
components can be attached at any point of the continuous entry channel.

Unipier®

Solar

Concrete Inserts

Concrete
Form

140

15⁄8" Framing System

Installation and Heavy Duty Inserts

1. Scrape out filler

2. Insert channel nut.

3. Attach fitting

P3754

15¼8" X 15¼8" CHANNEL

Pipe/Conduit Supports

‡ &ORVXUHVWULS33DQGDVW\UHQHEHDGHQGFDSWKDWILWVLQVLGHWKHFKDQQHOWRLQKLELW
concrete seepage are included.
‡ 7KHUHFRPPHQGHGGHVLJQORDGZKHQXVHGIRUFXUWDLQZDOODQFKRUDJHLVSRXQGV
and is based on use in average, good concrete. The design load includes 1»3 increase in
load as permitted by AISI Specifications and Uniform Building Code when stresses are
produced by wind or earthquake and other loads.
‡ 7KHUHFRPPHQGHGGHVLJQORDGLVEDVHGRQXVLQJWZR3QXWVDWQROHVVWKDQ
O.C. and no closer than 2" to either end of the insert. The distance between the insert
centerline and the concrete edge must be a minimum of 3".
‡ $OOQXWVDQGILWWLQJVIRU3VHULHVFRQFUHWHLQVHUWVZLOOILW

Electrical Fittings

‡ 0DWHULDO&ROGIRUPHGIURP*DPPVWHHOFRQIRUPLQJWR$670$66*5
or ASTM A653 GR 33 A. Stainless steel available on special order.
‡ )LQLVK&KRLFHRIKRWGLSSHGJDOYDQL]HG+*FRQIRUPLQJWR$670$RU$
or pre-galvanized (PG) conforming to ASTM A653-G90.

3"
5 3⁄ 4"

8"

(146.1)

(203.2)

Load

1 5⁄8"
(41.3)

Max.
Anchor
Spacing
In (mm)
8
203.2

Max.
Allowable
Point Load
Lbs (kN)
2,500
11.12

Spacing
of Point
Loads
In (mm)
3
76.2

Max.
Allowable
Uniform Load
Lbs (kN)
5,000
22.24

Solar

P3754

Wt/100
pcs
Lbs (kg)
210
95.3

P3712P

(41.3)

(304.8)

(76.2)

Part
Number

1 5⁄ 8"

1'- 0"

3"

Insert
Length
±1¼4" (6.4mm)
In (mm)
12
304.8

Concrete Inserts

(76.2)

Unipier®

Safety factor 3

15⁄8" Framing System

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

USING INSTALLED CONCRETE INSERT

141

Nuts & Hardware

Telestrut

1 5¼8" Channel

Standard Duty
P3200 SERIES

15¼8" X 13¼8" CHANNEL
‡ ,QFOXGHVFORVXUHDQGHQGFDSVXQOHVVRWKHUZLVHUHTXHVWHG
‡ 3HQGFDSXVHGZKHQGLVWDQFHWRILUVWDQFKRULVXSWRPP

P3249 thru P3252

‡ 3HQGFDSLVXVHGZKHQHQGGLVWDQFHWRILUVWDQFKRULVRYHUPP
‡ 1DLORUDQFKRULQVHUWVWRIRUPVHYHU\PPWRPP
‡ $QFKRUVDUHPPRQFHQWHU
‡ 0DWHULDO&ROGIRUPHGIURP*DVWHHOFRQIRUPLQJWR
ASTM A1011 SS GR 33 or ASTM A653 GR 33. A. Stainless steel
available on special order.

"NC" Suffix – No Closure Strip, With End Caps
"WC" Suffix – With Closure Strip & End Caps

‡ )LQLVK&KRLFHRIKRWGLSSHGJDOYDQL]HG+*FRQIRUPLQJWR$670$RU$
or pre-galvanized (PG) conforming to ASTM A653-G90.

P3253

Part
Number

General Fittings

P3249
P3250
"NC" Suffix – No Closure Strip, With End Caps & Back Plates
"WC" Suffix – With Closure Strip, End Caps & Back Plates

P3251
P3252

Pipe/Conduit Supports

P3253
P3254

P3254 thru P3270

P3255
8"

P3256

(203.2)

P3257
P3257A
P3258
P3259

"NC" Suffix – No Closure Strip, W/End Caps & Back Plates
"WC" Suffix – W/Closure Strip, End Caps & Back Plates
"X" – No Closure Strip, No End Caps, W/Back Plates

P3260
P3261
13

7

2 ⁄8"

Concrete Inserts

Electrical Fittings

PG HG

(73.0)

1 1⁄2"

(38.1)

⁄16"

(20.6)

P3262

12 Ga.
(3.2)

P3263

(34.9)

1 5⁄ 8 "

P3712P

P3264

1 3⁄ 8"

(41.3)

P3265

P3712P

P3266

>2"

P3267

Solar

(>50.8)

2 7⁄ 8"
(73.0)

3"
(76.2)

Unipier®

1"

(25.4)

P3268
P3269

P3704

P3270

Insert
Length
In/Ft (mm)
3"
76.2
4"
101.6
6"
152.4
8"
203.2
12"
304.8
16"
406.4
20"
508.0
24"
609.6
32"
812.8
36"
914.4
40"
1,016.0
4'
1,219.2
5'
1,524.0
6'
1,828.8
7'
2,133.6
8'
2,438.4
9'
2,743.2
10'
3,048.0
12'
3,657.6
14'
4,267.2
16'
4,876.8
18'
5,486.4
20'
6,096.0

Wt/100
pcs
Lbs (kg)
85
39
100
45
130
59
159
72
227
103
270
122
357
162
399
181
527
239
616
279
661
300
786
357
1,003
455
1,173
532
1,390
630
1,560
708
1,741
790
1,947
883
2,334
1,059
2,717
1,232
3,116
1,413
3,530
1,601
3,882
1,761

Max.
Allowable
Point Load
Lbs (kN)
500
2.22
800
3.56
1,000
4.45
1,200
5.34
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90
2,000
8.90

Min.
Spacing
of Pt. Loads
In (mm)
—
—
—
—
—
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8

Max.
Allowable
Uniform Load
Lbs (kN)
500
2.22
800
3.56
1,000
4.45
1,200
5.34
2,000
8.90
4,000
17.79
4,000
17.79
4,000
17.79
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP
2,000 Lbs./Ft.
2,976.3 NJP

Safety factor 3.

142

15⁄8" Framing System

PG HG

‡ ,QFOXGHVFORVXUHDQGHQGFDSVXQOHVVRWKHUZLVHUHTXHVWHG
‡ 3HQGFDSXVHGZKHQGLVWDQFHWRILUVWDQFKRULVXSWRPP
‡ 3HQGFDSLVXVHGZKHQHQGGLVWDQFHWRILUVWDQFKRULVRYHUPP
‡ 1DLORUDQFKRULQVHUWVWRIRUPVHYHU\PPWRPP

P3349
P3350
P3351
"NC" Suffix – No Closure Strip, With End Caps & Back Plates
"WC" Suffix – With Closure Strip, End Caps & Back Plates

P3352
P3353
P3354

P3354 thru P3370

P3355
P3356

8"

(203.2)

P3357
P3357A
P3358
P3359
"NC" Suffix – No Closure Strip, W/End Caps & Back Plates
"WC" Suffix – W/Closure Strip, End Caps & Back Plates
"X" – No Closure Strip, No End Caps, W/Back Plates

P3360
P3361
13

2 3⁄8"
(60.3)

1 1⁄2"
(38.1)
7
⁄8"
(22.2)

⁄16"

12 Ga.
(3.2)

1 5⁄8"

P3712P

(41.3)

P3712P

P3362

(20.6)

P3363
P3364
P3365
P3366
P3367

>2"
(>50.8)

2 7⁄16"

2 3⁄ 8"

(61.9)

(60.3)

1"

P3703

(25.4)

1

⁄ 8"

≤2"
(≤50.8)

(3.2)

P3368
P3369

P3380

P3370

Wt/100
pcs
Lbs (kg)
68
31
81
37
102
46
122
55
174
79
185.0
84
231
105
277
126
370
168
416
189
463
210
555
252
694
315
832
377
971
440
1,110
503
1,249
567
1,387
629
1,665.0
755
1,942
881
2,220
1,007
2,497
1,133
2,775
1,259

Max.
Allowable
Point Load
Lbs (kN)
400
1.78
500
2.22
750
3.34
1,000
4.45
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67
1,500
6.67

Min.
Spacing
of Pt. Loads
In (mm)
—
—
—
—
—
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8

Max.
Allowable
Uniform Load
Lbs (kN)
400
1.78
500
2.22
750
3.34
1,000
4.45
1,500
6.67
3,000
13.34
3,000
13.34
3,000
13.34
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP
1,500 Lbs./Ft.
2,232.2 NJP

Safety factor 3.

15⁄8" Framing System

143

General Fittings

Part
Number

P3352 thru P3353

Insert
Length
In/Ft. (mm)
3"
76.2
4"
101.6
6"
152.4
8"
203.2
12"
304.8
16"
406.4
20"
508.0
24"
609.6
32"
812.8
36"
914.4
40"
1,016.0
4'
1,219.2
5'
1,524.0
6'
1,828.8
7'
2,133.6
8'
2,438.4
9'
2,743.2
10'
3,048.0
12'
3,657.6
14'
4,267.2
16'
4,876.8
18'
5,486.4
20'
6,096.0

Pipe/Conduit Supports

‡ )LQLVK&KRLFHRIKRWGLSSHGJDOYDQL]HG+*FRQIRUPLQJWR$670$RU$
or pre-galvanized (PG) conforming to ASTM A653-G90.

"NC" Suffix – No Closure Strip, With End Caps
"WC" Suffix – With Closure Strip & End Caps

Electrical Fittings

‡ 0DWHULDO&ROGIRUPHGIURP*DPPVWHHOFRQIRUPLQJWR$670$66*5
or A653 GR 33. A. Stainless steel available on special order.

Nuts & Hardware

Telestrut

‡ $QFKRUVDUHPPRQFHQWHU

Concrete Inserts

P3349 thru P3351

Solar

15¼8" X 7¼8" CHANNEL

Unipier®

P3300 SERIES

1 5¼8" Channel

Light Duty

P3165 SERIES

Unipier®

P2865-10, -15, -20

HOLD-DOWN SPRINGS

4"
(101.6)

4"

(101.6)

3

3 ⁄4"

2 7⁄ 8"
(73.0)

A
Load

(95.3)

5

1 5⁄8"

⁄ 8"

(41.3)

(15.9)

B
Load

"X" Suffix – No Closure Strip, No End Caps
"WC" Suffix – With Closure Strip & End Caps

4"
(101.6)

Maximum allowable load/ft.

A
7

Part
No.
P3165
P3170

Length
Ft 0
10
3.05
20
6.10

Wt/100 pcs
Lbs (kg)
1,650
748.4
3,280
1,487.8

A
B
Concrete Lbs (kN) Lbs (kN)
Light Wt
425
800
1.89
3.56
Normal Wt
500
1,000
2.22
4.45

Safety factor 3.

P3712P

Safety factor 3.
Finish: Plain

'HVLJQHGIRUXVHLQSUHVWUHVVHGFRQFUHWH
$QFKRUVPPRQFHQWHUILUVWDQFKRUPPIURPHQG
,QFOXGHVFORVXUHDQGHQGFDSVXQOHVVRWKHUZLVHUHTXHVWHG
0DWHULDO&ROGIRUPHGIURP*DPPVWUHHOFRQIRUPLQJWR
ASTM A1011 SS GR 33 or ASTM A653 GR 33. A.
Stainless steel available on special order.
‡ )LQLVK&KRLFHRISUHJDOYDQL]HG3*FRQIRUPLQJWR$670$*RUSODLQ3/

Part
Number
P2865-10
P2865-15
P2865-20

A
In (mm)
1
25.4
11»2
38.1
2
50.8

Wt/100 pcs
Lbs (kg)
2
0.9
2
0.9
2
0.9

M24

P3245

SPOT INSERT

2 1⁄4"
(57.2)
3 3⁄4"
(95.3)

13
⁄16"
(20.6)

1 5⁄8"
(41.3)

2"
(50.8)

11⁄4"
(31.8)

1

2"
(50.8)

2 ⁄4"
(57.2)

T
13
⁄16"
(20.6)

T

1 5⁄8"
(41.3)

11⁄4"
(31.8)

3"
(76.2)

Square Nut for P3245 Insert
Max.
Wt/100 Allowable
Pt. Load
Part
pcs
Number Lbs (kg) Lbs (kN)
54
1,000
P3245
24.5
4.45

Wt/100
Part
Size/Thread
pcs
T
Number
In
,QPP Lbs (kg)
5»16"
6
P3245-N4 1»4" — 20
7.9
2.7
5
»16"
5
P3245-N6 3»8" — 16
7.9
2.3
7»16"
6
HSQN050 1»2" — 13
11.1
2.7

Finish: Pre-galvanized
Safety factor of 3
‡)RU1»4", 3»8", or 1»2" size attachment or hanger rod.
‡,QVHUWQXWVWREHRUGHUHGVHSDUDWHO\

144

⁄ 8"

(22.2)

‡
‡
‡
‡

Solar

Concrete Inserts

15¼8" X 7¼8" CHANNEL

Anchors 8" (203.2)
On Center

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Standard Duty and Accessories

Square Nut for M24
Wt/100
Part
pcs
Number Lbs (kg)
52
M24
23.6

Max.
Allowable
Pt. Load
Lbs (kN)
800
3.56

Part
Number

Size/
Thread
In

M2506

14

M2508

3

»8" — 16

M2510

1

»2" — 13

M2512

58

M2523

34

M2524

7

» " — 20

» " — 11

» " — 10
» 8" — 9

Finish: Electro-galvanized
Safety factor of 5
‡5LEVDORQJVLGHVRIVORWJLYHH[WUDVWUHQJWKWRFDVH
‡,QVHUWQXWV0WKUX0WREHRUGHUHGVHSDUDWHO\

T
,QPP
1» 4"
6.4
3» 8"
9.5
1» 2"
12.7
1» 2"
12.7
1» 2"
12.7
1» 2"
12.7

Wt/100
pcs
Lbs (kg)
13
5.9
14
6.4
14
6.4
12
5.4
11
5.0
10
4.5

15⁄8" Framing System

(10.3) HOLE

(101.6)

2"

9

(50.8)

⁄32"

Part
Number

Rod
Dia.
In

P3700-37

38

P3700-50

1

P3700-62

58

»

⁄16"

(14.3)

1 1⁄ 4 "
(31.8)
5"
(127.0)
EMBED

2"
(50.8)

SETTING SCREWS

3"
(76.2)
3"
(76.2)

6"
(152.4)

Tension
Load
Lbs (kN)
850
3.78
1,380
6.14
1920
8.54

»2
»

Shear
Load
Wt/100 pcs
Lbs (kN)
Lbs (kg)
600
89
2.67
40.4
1000
111
4.45
50.3
1760
141
7.83
64.0

Notes:
1. Allowable loads have been determined by the manufacturer’s testing, analysis, and
technical specification.
2. Values are based on a safety factor of 5.
3. 20 Gauge Metal Deck

Nuts & Hardware

13

SHEAR

JAM NUT
OPTIONAL

41⁄2" (114.3)
RIB WIDTH
TENSION

P1703, P1704, P3703, P3704, P4703

END CAP ANCHORS

PG HG

P1000, P3000 or P4000

A

7

2 ⁄16"
(61.9)

P3300

Part
Number

Channel

P1703

P1000

P1704

P1000

P3703

P3300

P3704

P3000

P4703

P4000

“A”
In (mm)
213»32
61.1
317»32
89.7
27»16
61.9
3
76.2
2 3» 8
60.3

Wt/100 pcs
Lbs (kg)
30
13.6
37
16.8
17
7.7
20
9.1
27
12.2

Note: End cap anchor for use with 15»8" wide
standard Unistrut inserts only.

Part
Number

Fits
Channel

P2407

P1000

P3280

P3000

P3380

P3300

Wt/100 pcs
Lbs (kg)
10
4.5
8
3.6
5
2.3

EG

P3663, P4663

JOINT COVERS

Concrete Inserts

END CAPS

1 5⁄8"
(41.3)
Part
Number

Use With
Insert Series

P3663

P3270

P4663

P3370

Wt/100 pcs
Lbs (kg)
10
4.5
6
2.7

Solar

P2407, P3280, P3380

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Unipier®

NOTE: Joint cover for use with 15»8" wide
standard Unistrut inserts only.

15⁄8" Framing System

General Fittings

(152.4)

Pipe/Conduit Supports

6"
4"

Telestrut

DECK INSERT

Electrical Fittings

P3700 SERIES

1 5¼8" Channel

Deck Inserts

145

Nuts & Hardware

Telestrut

1 5¼8" Channel

Concrete Inserts Technical Data
LOAD CHART BY LENGTH

Insert
Part
Length
Number In (mm)
P3249
P3349
P3250
P3350
P3251
P3351
P3252

Pipe/Conduit Supports

General Fittings

P3352

3
76.2
4
101.6
6
152.4
8
203.2

P3754
P3253

12
304.8

P3353
P3254
P3354
P3255
P3355
P3256
P3356

16
406.4
20
508.0
24
609.6

Wt/100
ft
Lbs (kg)
85
38.6
68
30.8
100
45.4
81
36.7
130
59.0
102
46.3
159
72.1
122
55.3
210
95.3
227
103.0
174
78.9
270
122.5
185
83.9
357
161.9
231
104.8
399
181.0
277
125.6

SPOT INSERT LOAD CHART
Max.
Allowable
Point
Anchor
Load
Spacing
In (mm) Lbs (kN)
3
500
76.2
2.22
3
400
76.2
1.78
4
800
101.6
3.56
4
500
101.6
2.22
6
1,000
152.4
4.45
6
750
152.4
3.34
8
1,200
203.2
5.34
8
1,000
203.2
4.45
8
2,500
203.2
11.12
4
2,000
101.6
8.90
4
1,500
101.6
6.67
4
2,000
101.6
8.90
4
1,500
101.6
6.67
4
2,000
101.6
8.90
4
1,500
101.6
6.67
4
2,000
101.6
8.90
4
1,500
101.6
6.67

Min.
Spacing
Between
Pt. Loads
In (mm)
–
–
–
–
–
–
–
–
3
76.2
–
–
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8
12
304.8

Max.
Allowable
Uniform
Load
Lbs (kN)
500
2.22
400
1.78
800
3.56
500
2.22
1,000
4.45
750
3.34
1,200
5.34
1,000
4.45
5,000
22.24
2,000
8.90
1,500
6.67
4,000
17.79
3,000
13.34
4,000
17.79
3,000
13.34
4,000
17.79
3,000
13.34

Part
Number
M26/M2812
M3245
M24/M2512

Wt/100
pcs
Lbs (kg)
54
24.5
52
23.6
52
23.6

Anchor
Spacing
In (mm)
–
–
–

Max.
Allowable
Point
Load
Lbs (kN)
1,500
6.67
1,000
4.45
800
3.56

Min.
Spacing
Between
Pt. Loads
In (mm)
–
–
–

Max.
Allowable
Uniform
Load
Lbs/Ft (kg/m)
1,500
2,232
1,000
1,488
800
1,190

MAXIMUM ALLOWABLE POINT LOAD
The maximum allowable point load may be
placed anywhere along the insert.
All loads placed less than 2" from the end of an
insert must be reduced by 50%.

Max. Allowable
Point Load

MAXIMUM ALLOWABLE UNIFORM LOAD
The maximum allowable
uniform load must be placed
as a series of point loads.

12 in.
Pt. Loads
Max. Allowable Uniform Load

Unipier®

Solar

Concrete Inserts

Electrical Fittings

SPACING OF MULTIPLE POINT LOADS
Min. Load Spacing
Max. Allowable
Pt. Loads

Max. Allowable Uniform Load

CONTINUOUS CONCRETE INSERT LOAD CHART
UP TO 20 FT. (6.10M)

Part
Number
P3270
P3370
P3170*

Wt/100
ft
Lbs (kg)
194
88.0
139
63.0
165
74.8

Anchor
Spacing
In (mm)
4
101.6
4
101.6
8
203.2

Max.
Allowable
Point
Load
Lbs (kN)
2,000
8.90
1,500
6.67
1,000
4.45

PULL-OUT LOAD
Minimum Edge Distance to Achieve Rated Pull-Out Capacity
Min.
Spacing
Between
Pt. Loads
In (mm)
12
304.8
12
304.8
12
304.8

Max.
Allowable
Uniform
Load
Lbs/Ft (kg/m)
2,000
2,976.3
1,500
2,232.2
1,000
1,488.2

17⁄8" (47.6mm); P3170
A = 3" (76.2mm); all others
Insert

A

A
A

*When used in prestressed concrete “T” Beam.
Load data is based on use of 3000 PSI concrete.

146

15⁄8" Framing System

SOLAR COMPONENTS
Unistrut® represents a line of steel,
aluminum, and fiberglass strut and
accessories used extensively in electrical
infrastructure support.

Application Example ............................................................... 148
Solar Connectors ..................................................................... 149
Key Advantages ...................................................................... 150

Unistrut is available in a range of
corrosion inhibiting finishes making it a
prime choice in today’s marketplace. The
Unistrut system is infinitely adjustable for
a multitude of configurations and uses.

The solar components shown in this
section allow you to shape an effective
solution for mounting solar panels that fits
your exact needs.
MATERIAL
Unistrut channels are accurately and carefully cold formed
to size from low-carbon strip steel.

STEEL: PLAIN
12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and
16 Ga. (1.5 mm) ASTM A1011 SS GR 33.

STEEL: PRE-GALVANIZED

DESIGN BOLT TORQUE

Rec.Torque
Ft/Lbs 1‡P

BOLT SIZE

» "-20
6
(8)

Max Torque
Ft/Lbs 1‡P

7
(9)

14

» "-18
11
(15)

5 16

15
(20)

» "-16
19
(26)

38

25
(34)

» "-13
50
(68)

58

» "-11
100
(136)

34

70
(95)

125
(170)

135
(183)

12

» "-10
125
(170)

12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and
16 Ga. (1.5mm) ASTM A653 GR 33.

FINISHES
Fittings are available in:
Green Powder Coat (GR), conforming to
commercial standards for Powder Coating,
Electro-galvanized (EG), conforming to
ASTM B633 Type III SC1;
Hot-dipped Galvanized (HG), conforming to
ASTM A123 or A153
Plain (PL).

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

147

TYPICAL SOLAR INSTALLATION
Solar Panels
SLR 150
Solar End-Clamp (typcial)

5
»16" HHCS
Stainless Steel

SLR 150
Solar End-Clamp

P-S

UT
ISTR

R
SL

P-S

P-S

0
15
UN

Nuts & Hardware

SLR 100
Solar Mid-Clamp

SLR200
End-Stop

Unistrut® SLR 100 (Mid-Clamp); SLR 150 (End-Clamp) Solar Panel Clamps

General Fittings
Pipe/Conduit Supports

P-S

0
10

P-S

0
15

ISTR

UT

UT

UT

ISTR

R
SL

UN

ISTR

R
SL

UN

P1000T,
Aluminum (typical)

R
SL

0
10

P-S

0
15

Telestrut

UT

UT

ISTR

R
SL

UN

ISTR

R
SL

UN

0
15

Solar Panel
Strut
Hardware
UN

1 5¼8" Channel

Solar Application Example

P1000T (typical) – Attach to
P1000T with 3»8" HHCS,
HOCW037 & P3008 Strut Nut

Solar Panel
Strut
Hardware

P1843 – Attach to
Vertical P1000T

Solar Panel
Strut
Hardware

P1000T(typical) – Attach to
P1000T with 3»8" HHCS,
HOCW037 & P3008 Strut Nut

Solar Panel & Attachment to
P1000T - See Attachment
Clamp Example

Solar Panel & Attachment to
P1000T - See Attachment Clamp
Example

P1000HS

P1000T
P2346

P1000T

Electrical Fittings

UniPier (typical) – Includes Hardware
to Attach P1000T
Solar Panel Support Frame Flat Roof with Fixed Angle
P100T (typical)

P5000T (typical) – Attach to
P1000T with 3»8" HHCS,
HOCW037 & P3008 Strut Nut

P1843 – Atttach to P5000T
P1000T

UniPier (typical) –
Includes Hardware to
Attach P1000T

Solar Panel Support Frame Flat Roof with Variable Angle
Solar Panel
Strut
Hardware

P1000T (typical) – Attach to
P1000T with 3»8" HHCS,
HOCW037 & P3008 Strut Nut
P1843 (typical) – Attach to
Vertical P1000T

Concrete Inserts
Solar

Solar Panel & Attachment
to P100T - See Attachment
Clamp Example

Roof Sheathing – Shingles
Not Shown for Clarity

Solar Panel
Strut
Hardware

P1843 – Attach to P5000T with
1
»2" HHCS & P3010 Strut Nut
& to P9200 with 1»2" HHCS
Thru-Bolt with 1»2" HHXN

P1000T

P5000T (typical) – Attach to
P1000T with 3»8" HHCS,
HOCW037 & P3008 Strut Nut

Solar Panel & Attachment to
P100T - See Attachment
Clamp Example

P9209 Gravity Pin

P9200

P1000T

P1843 –
Atttach to
P5000T

P1843 – Attach to P1000HS with
1
»2" HHCS & P3010 Strut Nut &
Thru the Half-Slot in the P1000T with
3
»8" HHCS, HOCW037 & P1016

P2346 – Use
1
»2" HHCS &
P3010 Strut Nuts

P1000T

P1000T (typical)
P1000T
Roof Rafter or Top
Chord of Roof Truss

P2345

P1000T
P1000T
»8" HHXN

HOCW037

3

HFLW037

Roof Rafter or Top
Chord of Roof Truss

DETAIL #1

Solar Panel Support Frame Residential Roof, Parallel to Roof Slope

Unipier®

P1000T (typical)

Roof Sheathing – Shingles
Not Shown for Clarity

P1000T
3
»8" HHXN

HOCW037
HFLW037
DETAIL #1

Solar Panel Support Frame Residential Shingle, Angled From Roof Slope

148

15⁄8" Framing System

Solar Connectors
1 5¼8" Channel

SLR200 – SOLAR END CLAMP

N
IS
T
PS

15

Nuts & Hardware

0

General Fittings

SLR100 – SOLAR MID-CLAMP

‡ 5/16" x 23/4" hex head cap screw; stainless steel nut; lock washer included
‡0LGFODPSGHVLJQIRUXVHZLWKVWUXWEDVHGUDFNLQJV\VWHP
U

‡3URYLGHV´PPSDQHOVSDFLQJ

N
IS
T

LR

U

S

TR
PS

0

10

‡0HHWVVSDFLQJUHTXLUHPHQWVRI:((%:0&

Pipe/Conduit Supports

‡0HHWVXSOLIWORDGVRIOEV

WEEB - WMC – ELECTRICAL EQUIPMENT BONDING WASHER
‡3DWHQWHGGHVLJQIHDWXUHVVWDLQOHVVVWHHOWHHWKWKDWSLHUFHLQWRDQ
RGL]HGDOXPLQXPSURYLGLQJDJDVWLJKWFRQQHFWLRQZKLFKSUHYHQWV
R[LGDWLRQ
‡0HHWV$16,8/UHTXLUHPHQWVIRUERQGLQJJURXQGLQJV\VWHPV

Unipier®

Solar

Concrete Inserts

‡4XLFNLQVWDOODWLRQWKDWLVVDIHUHOLDEOHDQGFRQVLVWHQW

Electrical Fittings

LR

U

S

TR

Telestrut

U

‡ 5/16" x 23/4" hex head cap screw; stainless steel nut; lock washer included
‡(QGFODPSGHVLJQIRUXVHZLWKVWUXWEDVHGracking system
‡3DWHQWSHQGLQJHQGVWRSIHDWXUHDOORZVXVHZLWKYHUWLFDOVWUXW
‡0HHWVXSOLIWORDGVRIOEV
*Patent-pending

15⁄8" Framing System

149

KEY ADVANTAGES
‡ 7KHPDUNHW
VRQO\VSHFLILFSDQHOPRXQWLQJ
FRPSRQHQWVPDGHH[FOXVLYHO\IRUXVHZLWK
8QLVWUXW
‡ 6LPSOHGHVLJQXVHGE\WKHLQGXVWU\IRUDYDULHW\RI
LQVWDOODWLRQPHWKRGVDQGDSSOLFDWLRQV
‡ 6WDLQOHVVVWHHOKDUGZDUHLQFOXGHGZLWKDOOVRODU
FODPSV

‡ %HVWILWZLWK8QLVWUXWFKDQQHOWRFUHDWHOHVV
SHQHWUDWLRQDQGVXSHULRUVOLSUHVLVWDQFH
‡ 'HVLJQHGIRUPD[LPXPORDGVXSWRPLOHVSHU
KRXU
‡ $YDLODEOHDQGVXSSRUWHGE\8QLVWUXW¶VQDWLRQDO
QHWZRUNRIGLVWULEXWRUV

‡ $YDLODEOHLQ%ODFNRU6LOYHU$QRGL]HG0DWHULDO
$$7IRUFRUURVLRQSURWHFWLRQDQGVOHHN
DSSHDUDQFH

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Solar Panel Installation

150

15⁄8" Framing System

UNIPIER®
Sleeper Support .................................................................153 - 154
Strut Support .....................................................................155 - 156
Conduit Supports
Mounted Support, Polycarbonate Base ....................................157
Elevated Support, Polycarbonate Base .....................................157
Elevated Support, Steel Base .....................................................158
Gas and Mechanical Supports
Mounted Support, Polycarbonate Base ....................................158
Mounted Support, w/Roller Polycarbonate Base .....................158
Elevated Support, w/Roller, Polycarbonate Base .....................159
Elevated Support, w/Roller, Steel Base .....................................160
Accessories
Spacer ..........................................................................................160
Support Pads, Deck Plates ..........................................................160
Pipe Hanger Bases, Polycarbonate and Steel ...........................161
Fabricated Supports
Single Base Trapeze ....................................................................162
Double Base Trapeze ..................................................................163
Heavy Duty Double Base Trapeze..............................................163
Double Base Duct Support .........................................................163
Mechanical Supports ..................................................................164
Bridge Cross-Over, Walkway, Service Platform or Ramp .........164
Installation ..................................................................................165
Pipe Diameters and Loading ......................................................166
Technical Data ................................................................... 167 – 168

pier

®

ROOFTOP PIPE SUPPORT SYSTEM

Unipier®

151

Sleeper Support

Nuts & Hardware

Conduit Support

Mounted
Polycarbonate Base
Pg 157

Elevated Support
Polycarbonate Base
Pg 157

Elevated Support
Steel Base
Pg 158

Gas and Mechanical Support

General Fittings
Pipe/Conduit Supports

M-RBS Roller for
Model UP
Strut Support
Pg 155

Rooftop Sleeper Support
Pg 153 - 154

Mounted
Polycarbonate Base
Pg 158

Mounted, w/Roller
Polycarbonate Base
Pg 158

Accessories

Spacer for Model 1.5, 3-R
Pg 160

Elevated Support, w/Roller
Polycarbonate Base
Pg 159

Elevated Support, w/Roller
Steel Base
Pg 160

Pipe Hanger Bases

Support Pads &
Deck Plates
Pg 160

Polycarbonate Bases
Pg 161

Steel Bases
Pg 161

Double Base Trapeze
Pg 163

Heavy Duty, Double Base Trapeze
Pg 163

Double Base Duct Support
Pg 163

Fabricated Supports

Concrete Inserts

Electrical Fittings

Strut Support

Model UP
Strut Support
Pg 155

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System

Unipier®

Solar

Single Base Trapeze
Pg 162

Heavy Duty Mechanical Support
Pg 164

152

Light Duty Mechanical Support
Pg 164

Bridge Cross-Over, Walkway,
Service Platform or Ramp
Pg 164

15⁄8" Framing System

The Unipier sleeper support is lightweight, just 4 lbs./4 ft. section,
so it is easily transported to the job site in bundles of 9 supports.

Concrete Inserts

Electrical Fittings

The Unipier sleeper support can be conveniently cut to lengths of
6" or longer right on the job site.

Nuts & Hardware

47»8"
(123.8)

The model RSS4 is conveniently packaged in shrink wrap bundles
of 9 - 4 ft. supports that can be easily carried to the rooftop.

General Fittings

31» 2"
(89.0)

7KH8QLSLHUURRIWRSVOHHSHULVWKH¿UVWURRIWRSVXSSRUWWKDWLVZKLWH
WRUHÀHFWWKHVXQ¶V89UD\V,WLVFRVWHIIHFWLYHOLJKWZHLJKWDQGFDQ
be cut to the desired length while on the job site.

Pipe/Conduit Supports

4'
(1219)

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Sleeper Support

Solar

TEK screws or other self tapping fasteners are used to attach
FRQGXLWVXSSRUWVSLSHFODPSVRURWKHUFODPSLQJ¿WWLQJV

15⁄8" Framing System

Unipier®

NOTE: Load not to exceed 50 lbs./6" length
Part Number: RSS4

153

The Sleeper Support is not restricted to just pipe clamps. It makes a perfect companion for the Roofwalk® Rooftop
Walkways.

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Sleeper Support

Use a TEK screw to attach the hold down clip.

That’s all that is required!

Electrical Fittings

Pipe/Conduit Supports

Position the grating on the Unipier sleeper
support and insert the appropriate size hold
down clip (G639, G607, or G620).

Grating can also be used to construct a platform
for heavy equipment or even as a workstand.

Unipier®

Solar

Concrete Inserts

You can even use the Unipier support for multiple
tasks. Here we have Unistrut Roofwalks®
Rooftop Walkways and a piece of electrical
conduit attached to the sleeper.

154

15⁄8" Framing System

Unipier® Rooftop Pipe Support System - Strut Support

Part
Number

Qty.
Unipier
Bases

Qty.

‡ 3ODFHVTXDUHZDVKHU
inside P4100T.

UP-BK

4

0

Base Only

UP-SPSS-6 HG

4

4

6" - P4100T HG (up to 31 » 2" Pipe)

UP-SPSS-10HG

4

4

10" - P4100T HG (4" to 8" Pipe)

Description

Telestrut

‡ ,QVHUWVFUHZ	
torque to 19 ft./lbs.

Supporting Channel

NOTE:
1. The maximum uniform load on P1000T is 400 lbs.
2. Uniform load is limited by roof base allowed load of 200 lbs. (5 psi on roof).
Single Pier Installation

Align center hole of Unistrut P4100T on base and attach using
supplied hardware. Torque screw to 19 ft./lbs.

2.

Place pipe/tubing on P4100T and attach pipe/tubing clamp.

General Fittings

1.

UP-MPDS Style Support
&KDQQHO/HQJWK
Qty.
Unipier
Bases

Supporting Channel
Qty.

Description

UP-MPDS-26HG

4

2

26" - P1000T HG for Trapeze

UP-MPDS-38HG

4

2

38" - P1000T HG for Trapeze

UP-MPDS-50HG

4

2

50" - P1000T HG for Trapeze

UP-MPDS-62HG

4

2

62" - P1000T HG for Trapeze

Pipe/Conduit Supports

Part
Number

NOTE:
1. The maximum uniform load on P1000T is 400 lbs.
2. Uniform load is limited by roof base allowed load of 200 lbs. (5 psi on roof).

%DVH

Trapeze Installation

1.

Align end holes of Unistrut P1000T on bases and attach using
supplied hardware. Torque screw to 19 ft./lbs.

2.

Place pipe/tubing on support and attach with appropriate pipe/
tubing clamp.

NOTE: Kits do not include pipe/tubing or clamps.

Electrical Fittings

37

Concrete Inserts

M-RBS
The M-RBS roller is designed for use with the UP-BK base. The roller is made of
polycarbonate and the roller rod is 6/6 nylon.
Note: Maximum load is 100 lbs. and should not extend more than 12" above the roof.
Wt./Ea.: 0.7 lbs.

Unipier®

Solar

3"
(76.2)

Nuts & Hardware

‡ $OLJQ&HQWHUKROHRI
P4100T on base.

1 5¼8" Channel

UP-SPSS Style Support

15⁄8" Framing System

155

1 5¼8" Channel

Unipier® Rooftop Pipe Support System Strut Support

Support Spacing
Support Spacing
Pipe Size
1RP

Telestrut

Conduit GRCE
Single Pier

TrapezeG

Pipe Size
1RP

Sch. 40 Pipe
Water-FilledD
Single Pier
TrapezeG

Conduit GRCE
Single Pier

TrapezeG

»"

7'

7'

N/A

N/A

2 » 2"

11'

11'

16'

16'

» 2"

7'

7'

10'

10'

3"

12'

12'

13'(c)

20'

3

1

20'

1

» 4"

7'

7'

10'

10'

3 » 2"

13'

13'

11'

1"

7'

7'

12'

12'

4"

12'(c)

14'

9'(c)

20'

1 » 4"

7'

7'

14'

14'

5"

8'

(c)

16'

6'

20'

11 » 2"

9'

9'

14'

14'

6"

6'(c)

17'

4'(c)

20'

2"

10'

10'

16'

16'

8"

4'(c)

19'

N/A

N/A

1

Nuts & Hardware

Sch. 40 Pipe
Water-FilledD
Single Pier
TrapezeG

1

38

(c)

(c)

Note:
(a) Based on ANSI/MSS SP-69, 2003 Edition, Table 3.
(b) Based on 2002 NEC, Table 344.30(B)(2).
(c) Spacing limited to roof base allowed load of 200 lbs. (5 psi on roof).
(d) Spacing may be limited by maximum allowed weight on trapeze to 400 lbs.

Application Examples
Unipier Rooftop Support System provides a simple and versatile way to support and manage pipe, tubing, conduit, HVAC systems, and
the like. The Unipier Rooftop Support System does not require roof surface penetration and allows the parts to remain off the surface.

Pipe/Conduit Supports

General Fittings

Support Spacing

Prime Angle

P1000

P1000T

HVAC Duct

P2474

Electrical Fittings

P1326

Concrete Inserts

Strut Nut

Unistrut Pipe Clamp

Solar

P1000 T

Unipier®

Threaded rod

156

15⁄8" Framing System

71⁄2"
(190.5)

12"
(304.8)

Determining Maximum Pipe Size
Maximum pipe size supported by any of the strut supports is
determined by the load and the clear space required between the
pipes. The spacing between pipes should be as follows:

P4100 T (15⁄8" x 13⁄16")
2 1⁄ 2 "
(63.5)



‡EHWZHHQSLSLQJDQGVPDOOHU

 ‡1 » 2" between a pipe 3" and smaller and a pipe 4" or larger.
 ‡EHWZHHQSLSLQJDQGODUJHU


‡$WOHDVWEHWZHHQSLSHFODPSDQGHQGRIVWUXW

Nuts & Hardware

10"
(254.0)

For example, a support for two 3" pipes would require:
1" + 3" + 1-1 » 2" + 3" + 1" = 9-1 » 2" wide channel support
24"
(609.6)
23"
(584.2)

General Fittings

19"
(482.6)

Telestrut

Mounted Support, Polycarbonate Base

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Strut Support

Material

Max. Uniform Load

Wt./Each

2.5-CS-2

Polycarbonate

100 lbs.

2.3 lbs.

24-BS-4

Polycarbonate

640 lbs.

8.0 lbs.

Elevated Support, Polycarbonate Base
P4100 T (15⁄8" x 13⁄16")
P1000 T (15⁄8" x 15⁄8"); 24-BS-18 only
T

H
L

Note: Base for 2.5-CS-5, 2.5-CS-7 shown. Other bases
have additional support or flanges to handle the increased
loads.
All bases are polycarbonate material

+PD[
LQPP

"W"
LQPP

"L"
LQPP

"T"
LQPP

Max.
Uniform Load

Wt./Each
OEV

2.5-CS-5

5"
(127.0)

7 1 » 2"
(190.5)

10"
(254.0)

12"
(304.8)

100 lbs.

2.1

2.5-CS-7

7 1 » 2"
(190.5)

7 1 » 2"
(190.5)

10"
(254.0)

12"
(304.8)

100 lbs.

2.5

2.5-CS-12

12"
(304.8)

9"
(228.6)

15 1 » 4"
(387.4)

12"
(304.8)

100 lbs.

4.0

16-BS-7

7"
(177.8)

9"
(228.6)

15 1 » 4"
(387.4)

16"
(406.4)

125 lbs.

5.0

16-BS-12

12"
(304.8)

9"
(228.6)

15 1 » 4"
(387.4)

16"
(406.4)

125 lbs.

8.0

20-BS-7

7"
(177.8)

16"
(406.4)

18"
(457.2)

20"
(508.0)

440 lbs.

10.8

20-BS-12

12"
(304.8)

16"
(406.4)

18"
(457.2)

20"
(508.0)

440 lbs.

15.1

24-BS-18

12"
(304.8)

23"
(584.2)

19"
(482.6)

24"
(609.6 )

640 lbs.

8.0

Shipped assembled.

15⁄8" Framing System

Concrete Inserts

Part
Number

S.S.Rod

Unipier®

W
3⁄8"-16

Electrical Fittings

Part Number

Solar

Shipped assembled.

Pipe/Conduit Supports

41»8"
(104.8)

157

Elevated Support, Steel Base

1

12"
(304.8)

16-BS-7
16-BS-12

16"
(406.4)

P4100 T HG (15⁄8" x 13⁄16")

P4100 T HG (15⁄8" x 13⁄16")

⁄2" - 13 S.S.Rod

3

⁄8" - 16 S.S.Rod

12"
(304.8)

12-BS-7

12"
(304.8)

Part Number

71⁄2"
(190.5)

Shipped assembled.

Base Material

Max. Uniform Load

Wt./Each

Base Material

Max. Uniform Load

Wt./Each

16-BS-7 HG

Hot-Dipped Galvanized

150 lbs.

7.5 lbs.

12-BS-7 HG

Hot-Dipped Galvanized

150 lbs.

7.5 lbs.

16-BS-7 SS

Stainless Steel

150 lbs.

7.5 lbs.

12-BS-7 SS

Stainless Steel

150 lbs.

7.5 lbs.

Part Number

Unipier® Rooftop Pipe Support System - Gas & Mechanical Support

Mounted, Polycarbonate Base
6"

Part Number

Optional Part
1.5 Pipe Strap
(order separately)

1.5 Pipe Support

Max. Pipe
Capacity

Max.
Uniform Load

Wt./Ea.

Optional
Pipe Strap

11 » 2" ID ,
1.9" OD

80 lbs.

0.35 lbs.

1.5 Pipe Strap

Note: Base is polycarbonate
Optional pipe strap aluminum w/SS Screws
2"

6"

Shipped assembled.

3"

Mounted, with Roller, Polycarbonate Base
5-R

3-R
Optional
Alum. Pipe Strap
w/SS Screws
(order separately)

Roller

Concrete Inserts

Electrical Fittings

16"
(406.4)

71⁄2"
(190.5)

16"
(406.4)

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Strut Support

Roller

W

Optional Part
6-RAH Alum. Pipe Strap
w/SS Screws
(order separately)

L

L

W

H

H

Note: All bases are polycarbonate

Unipier®

Solar

Part
Number

158

"H"
LQPP

"W"
LQPP

"L"
LQPP

Roller
size

Max. Pipe
Capacity

Max. Uniform
Load

Wt./Ea.
Lbs.

Optional
Pipe Strap

3-R-2

2.15"
(54.6)

7 3 » 4"
(196.9)

7 3 » 4"
(196.9)

3"
(76.2)

3" ID
3 3 » 4" OD

100 lbs.

1.1 lbs.

3-R-2 Pipe Strap

3-R-4

4"
(101.6)

7 3 » 4"
(196.9)

7 3 » 4"
(196.9)

3"
(76.2)

3" ID
3 3 » 4" OD

100 lbs.

1.2 lbs.

3-R-4 Pipe Strap

5-R

2.35"
(59.7)

9"
(228.6)

15 1 » 4"
(387.4)

5"
(127.0)

5" ID
6" OD

150 lbs.

2.4 lbs.

6-RAH Pipe Strap

15⁄8" Framing System

Unipier® Rooftop Pipe Support System - Gas & Mechanical Support
1 5¼8" Channel

Elevated Support, with Roller, Polycarbonate Base

Nuts & Hardware

Telestrut

5-RAH

General Fittings

6-RAH

Note: Base for 3-RAH-7 shown. Other bases have
additional support or flanges to handle the increased loads.
All bases are polycarbonate material

Pipe/Conduit Supports

Optional pipe strap aluminum w/SS Screws
8-RAH

Electrical Fittings

Shipped assembled.

"L"
LQPP

Roller Size
LQPP

Max. Pipe
Capacity

Max.
Uniform Load

Wt./Ea.
Lbs.

3-RAH-7

7"
(177.8)

7 1 » 2"
(190.5)

10"
(254.0)

3"
(76.2)

3" ID
33 » 4" OD

100 lbs.

1.9

3-RAH Pipe Strap

3-RAH-12

12"
(304.8)

9"
(228.6)

15 1 » 4"
(387.4)

3"
(76.2)

3" ID
33 » 4" OD

100 lbs.

5.8

3-RAH Pipe Strap

5-RAH-7

7"
(177.8)

9"
(228.6)

15 1 » 4"
(387.4)

5"
(127.0)

5" ID
6" OD

150 lbs.

4.8

6-RAH Pipe Strap

5-RAH-12

12"
(304.8)

9"
(228.6)

15 1 » 4"
(387.4)

5"
(127.0)

5" ID
6" OD

150 lbs.

4.8

6-RAH Pipe Strap

6-RAH-7

7 1 » 2"
(190.5)

16"
(406.4)

18"
(457.2)

5"
(127.0)

6" ID
8 1 » 2" OD

250 lbs.

8.8

6-RAH Pipe Strap

6-RAH-12

12"
(304.8)

16"
(406.4)

18"
(457.2)

5"
(127.0)

6" ID, 8 1 » 2" OD

250 lbs.

9.8

6-RAH Pipe Strap

8-RAH-18

18"
(457.2)

19"
(482.6)

23"
(584.2)

12"
(304.8)

6" ID, 8 1 » 2" OD

640 lbs.

20.0

8-RAH Pipe Strap

15⁄8" Framing System

Optional
Pipe Strap

Concrete Inserts

"W"
LQPP

Solar

+PD[
LQPP

Unipier®

Part
Number

159

Elevated Support, with Roller, Steel Base

L

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Gas & Mechanical Support

Unipier®

Solar

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

3 ⁄ 8"

Optional
3-RAH Pipe Strap
(order separately)

- 16 S.S. Rod

7"
(177.8)
W

"W"
in.
PP

"L"
in.
PP

Roller
in.
PP

3-RAH-7 HG

8"
(203.2)

14"
(355.6)

3"
(76.2)

3-RAH-7 SS

8"
(203.2)

14"
(355.6)

4-RAH-7 HG

12.07"
(306.6)

4-RAH-7 SS

12.07"
(306.6)

Part
Number

Material

Max.
Pipe
Capacity

Max.
Uniform
Load

Wt.
Each
Lbs

Hot-Dipped
Galvanized

3" ID
33 » 4" OD

100 lbs.

3.3

3"
(76.2)

Stainless
Steel

3" ID
33 » 4" OD

100 lbs.

3.3

16.07"
(408.2)

5"
(127.0)

Hot-Dipped
Galvanized

4" ID
5" OD

150 lbs.

6.8

16.07"
(408.2)

5"
(127.0)

Stainless
Steel

4" ID
5" OD

150 lbs.

5.8

Note: Optional 3-RAH Pipe Strap aluminum w/SS Screws
Shipped assembled.

Unipier® Rooftop Pipe Support System - Accessories

Spacer for Model 1.5 and Model 3-R
Part
Number

Example: Spacer with Model 1.5

W

1.5"
(38.1)

Support Pad, Polycarbonate

193»4"
(501.7)

Use With

"W"

Added Pipe
Clearance

Wt./Ea.

1.5 Spacer

1.5

6"

1 1 » 2"

0.43 lbs

3-R Spacer

3-R-2
or 3-R-4

7-1 » 2"

2"

0.75 lbs

Material: Polycarbonate

Deck Plate, Stainless Steel

W

153»4"
(400.0)
W

The Unipier support pad is designed to provide a barrier between the roof membrane
and rooftop equipment. The support pad is 1/8" thick and are compatible with all current types of decking and commonly used built-up and single-ply roof membranes.
Support pads should be installed in the following areas:
‡ 8QGHUDOO8QLSLHUSLSHVXSSRUWV7KHSLSHVXSSRUWPXVWEHSODFHGHYHQO\RYHUWKH
support pad.

Part Number

Material

Width "W"

Wt./Each

Deck Plates 12 SS

Stainless Steel

12"

2.0 lbs.

Deck Plates 18 SS

Stainless Steel

18"

4.5 lbs.

‡ ,QKLJKWUDIILFSRLQWVRUZKHUHUHJXODUPDLQWHQDQFHLVQHFHVVDU\WRVHUYLFHURRIWRS
equipment.
When installing the support pad, remove all rock, aggregate, dirt and excess dust from
an area of the roof membrane slightly larger than the support pad. Then, apply the support pad on the cleaned area and center the Unipier pipe support on the rooftop pad.
The maximum roof top load should not exceed 5 p.s.i. The rooftop pad can withstand
higher loading, but the roof membrane and insulation are typically limited to 5 p.s.i.

160

15⁄8" Framing System

Unipier® Rooftop Pipe Support System - Bases
1 5¼8" Channel

Polycarbonate Base
Model 8-H-SB Base P

Model 6-H Base P

Note: Maximum 350 lbs. Load
Wt./Ea.: 5.5 lbs.
Note: Contact Unistrut for optional configuration to allow for adjustability.

Model 8-H-DB Base P

General Fittings

Note: Maximum 150 lbs. Load
Wt./Ea.: 2.5 lbs.

Nuts & Hardware

6"
(152.4)

Model 16-H Base P

1.65" ID
(41.9)

6"
(152.4)

9"
(228.6)

16"
(406.4)

9"
(228.6)

Pipe/Conduit Supports

39"
(990.6)

31.69"
(804.9)

3.12"
(79.2)
Note: Maximum 350 lbs. Load
Wt./Ea.:18.5 lbs.

Electrical Fittings

Note: Maximum 350 lbs. Load
Wt./Ea.: 4.5 lbs.

Stainless Steel / Hot Dip Galvanized Steel Base

Model 6-H, 8-H, 16-H Base HG or S.S.
Opening
Part Number

L

"L"

"Opening"

6-H Base HG

8" PP

14" PP

1-5/8" x 7/8" [

6-H Base SS

8" PP

14" PP

1-5/8" x 7/8" [

8-H Base HG

16" PP

12" PP

1-5/8" x 1-5/8"[

8-H Base SS

16" PP

12" PP

1-5/8" x 1-5/8"[

16-H Base HG

20" PP

20" PP

3" x 3" [

16-H Base SS

20" PP

20" PP

3" x 3" [

Unipier®

W

"W"

Concrete Inserts

9"
(228.6)

21»2"
(63.5)

16"
406.4

Solar

151»4"
(387.4)

Telestrut

18"
457.2

15⁄8" Framing System

161

Custom Fabrication
7KH8QLSLHUSURGXFWVRIIHUDJUHDWGHDORIÀH[LELOLW\,I\RXGRQRW
¿QGDQ³RIIWKHVKHOI´VXSSRUWIRU\RXUSDUWLFXODUDSSOLFDWLRQFRQWDFW
Unistrut with your requirements. We can design and build the proper
support for your unique application.
Samples of typical custom fabrications are shown in this section of the
catalog.
Custom products are shown on the following pages. For a quotation
on custom fabrication, contact Unistrut with the parameters for your
design as shown below.

3LSH6WDQGV

Electrical Fittings

1. Dimension of duct
2. Clearance height above roof
3. Total footage of duct
4. Thickness of insulation, if any

8QLVWUXW5RRIZDONV®5RRIWRS:DONZD\V
&URVVRYHU5DPSDQG3ODWIRUPV
1. Width and length desired
2. Height off roof
3. Specify if railing is needed

2. Type of pipe

7\SHRIURRI

3. Size of pipe and number of pipes per support

0HFKDQLFDO6XSSRUWV

4. Pipe contents

1. Width and length desired

5. Clearance height above roof

2. Height off roof

6. Thickness of any insulation around pipe

3. Weight of unit

Single Base Trapeze
5-SB-H

8-SB-H

2.5-SB-H
P4100 T HG (15»8" x 13»16")
P1000 T HG (15»8" x 15»8") - 8-SB Only

1

»2" - 13 S.S.Rod

8-SB-HD

Concrete Inserts
Solar
Unipier®

'XFWDQG&DEOH7UD\6XSSRUWV

1. Quantity of supports required (or total footage of pipe)

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Fabricated Support

Material

Max. Uniform Load
Per Pipe Stand

2.5-SB-H (shown)

Polycarbonate

125 lbs.

5-SB-H

Polycarbonate

250 lbs.

Model

5-SB-H HG

Hot-Dipped Galvanized

170 lbs.

8-SB-H

Polycarbonate

296 lbs.

8-SB-HD

Polycarbonate

640 lbs.

NOTE: For maximum pipe size, refer to note on page 163.
162

15⁄8" Framing System

Unipier® Rooftop Pipe Support System - Fabricated Support

Double Base Trapeze
P4100 T HG (15⁄8" x 13⁄16") - 6-H, 8-H
P1000 T HG (15⁄8" x 15⁄8") - 10-H, 16-H

48"
(1,219.2)

1 5¼8" Channel

Double Base Duct Support

⁄8" - 16 S.S. Rod

24" to 36"
(609.6 to 914.4)

Telestrut

3

Nuts & Hardware

36" max
(914.4)

Model 6-H Shown

Material

Max. Uniform Load
Per Pipe Stand

Max. Pipe
Capacity

6-H-P

Polycarbonate

300 lbs.

7 1 » 2"

8-H-P

Polycarbonate

700 lbs.

9"

6-H-HG

Hot-Dipped Galvanized

300 lbs.

7 »"

6-H-SS

Stainless Steel

300 lbs.

7 1 » 2"

8-H-HG

Hot-Dipped Galvanized

700 lbs.

9"

8-H-SS

Stainless Steel

700 lbs.

9"

10-H-P

Material

Max. Uniform Load
Per Duct

6-DSA

Polycarbonate

150 lbs.

8-DSA

Polycarbonate

300 lbs.

Model

12

Polycarbonate

1,600 lbs.

9"

16-H-HG

Hot-Dipped Galvanized

1,600 lbs.

18"

16-H-SS

Stainless Steel

1,600 lbs.

18"

Pipe/Conduit Supports

Model

General Fittings

Model 8-DSA Shown

Double Base Duct Support
P1000 T HG (15⁄8" x 15⁄8")

3⁄ 8 "

- 16 S. S. Rod

Electrical Fittings

Heavy Duty Double Base Trapeze
P4100 T HG (15⁄8" x 13⁄16") - 8-H-DB (shown)
P1000 T HG (15⁄8" x 15⁄8") - 16-H-DB

Max. Uniform Load
Per Duct

Polycarbonate

150 lbs.

6-DS-HG

Hot-Dipped Galvanized

300 lbs.

6-DS-SS

Stainless Steel

300 lbs.

Max. Uniform Load
Per Pipe Stand

Max. Pipe
Capacity

8-DS-P

Polycarbonate

300 lbs.

8-DS-HG

Hot-Dipped Galvanized

300 lbs.

8-H-DB

700 lbs.

9"

8-DS-SS

StainlessSteel

300 lbs.

16-H-DB

1,600 lbs.

18"

8-DS-DB-P

Polycarbonate

300 lbs.

10-DS-P

Polycarbonate

300 lbs.

Model

Base Material: Polycarbonate

15⁄8" Framing System

Unipier®

6-DS-P

8-H-DB (shown), or
16-H-DB

Solar

Material

Model

Concrete Inserts

8-DS-P Shown

163

Heavy Duty Mechanical Support

Light Duty Mechanical Support

P1000 T HG (15⁄8" x 15⁄8")

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Fabricated Support

8-H-SB Base P
Note: Adjustable height, maximum load 200 lbs.
Available Sizes: 18" x 18", 24" x 24", 30" x 30", 36" x 36"
Note: Custom sizes available, Contact Unistrut for information.

Bridge Cross-Over, Walkway, Service Platform or Ramp

Concrete Inserts

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

P1000 (15⁄8" x 15⁄8")

Solar

Unistrut United Interlock Grating®
Attached with grating hold down clip.

Unipier®

Sleeper Support

164

15⁄8" Framing System

‡ )RUWKHGXFWVXSSRUWVWKHGXFWVUHVWRQD5 » 8" x 1 5 » 8" or 1 5» 8" x 7 » 8"
Unistrut channel and are adjustable in height.

Composition and Material:
Support base is made of polycarbonate resin or hot-dipped
galvanized or stainless steel as indicated for the specific base. The
base is gently rounded to prevent gouging the roof membrane.
Carbon black is added to the polycarbonate resin for UV resistance
and protection.
Pipe Roller is made of polycarbonate, or steel as indicated for the
specific part.

)RUKHDYLHUORDGVLWLVSUXGHQWWRLQVWDOODQDGGLWLRQDO
VKHHWRIURRILQJPDWHULDOD8QLSLHU'HFN3ODWHRU
8QLSLHU6XSSRUW3DGEHQHDWKWKHGXFWVXSSRUW
)RUEXLOWXSURRIVDOOORRVHDJJUHJDWHIURPDQDUHD
ODUJHUWKDQHDFKEDVHVKRXOGEHUHPRYHGIURPWKHDUHD
GLUHFWO\EHQHDWKWKHVXSSRUW&DUHVKRXOGEHWDNHQWR
LQVWDOOHDFKVXSSRUWVRLWVXSSRUWVDSURSRUWLRQDODQG
HTXDODPRXQWRIZHLJKWDWHDFKVXSSRUW
Optional Straps:
)RUPDQ\RIWKHPRGHOVWKHSLSHPD\EHVHFXUHGWRWKH
SLSHVWDQGE\XVLQJRSWLRQDO8QLSLHU3LSH6WUDSV
Note:
:KHQXVLQJDSLSHVWUDSDOORZVXIILFLHQWURRPEHWZHHQ
WKHSLSHDQGWKHVWUDSWRDOORZIUHHPRYHPHQWRIWKH
SLSHZLWKRXWELQGLQJ

Compatibility:

Loads and Spacing:
8QLVWUXWUHFRPPHQGVWKDWVSDFLQJQRWH[FHHG

EHWZHHQFHQWHUVGHSHQGLQJXSRQWKHORDG0DNHFHUWDLQ
HDFKSLSHVWDQGLVSURSHUO\HOHYDWHGWRHQVXUHDXQLIRUP
ORDGZHLJKWDWDOOSLSHVWDQGVDQGQRWH[FHHGWKHORDG
VSHFLILHGIRUWKHSDUWLFXODUPRGHOVXSSRUW$OOORDGV
JLYHQLQWKLVFDWDORJDUHIRUXQLIRUPO\GLVWULEXWHGORDGV

3LOORZ%ORFN3LSH6WDQGVDUHUHFRPPHQGHGIRUXVHRQ
DQGFRPSDWLEOHZLWKDOOFXUUHQWW\SHVRIGHFNLQJDQG
ZLWKDOOFRPPRQO\XVHGEXLOWXSDQGVLQJOHSO\URRILQJ
PHPEUDQHVZKHUHURRIPRXQWHGSLSHVRFFXU)RU
KHDYLHUORDGVLWLVSUXGHQWWRXVHD8QLSLHU6XSSRUW3DG
RURWKHUWUDIILFSDGWRIXUWKHUSURWHFWWKHURRIPHPEUDQH

Maintenance:
1RUPDOO\PDLQWHQDQFHLVQRWUHTXLUHG6HPLDQQXDO
LQVSHFWLRQLVUHTXLUHGWRFKHFNSLSHVWDQGSRVLWLRQDQG
VHWSLSHDOLJQPHQWZHLJKWGLVWULEXWLRQDQGLPSURSHU
LQVWDOODWLRQZKLFKPD\FDXVHSLSHVWDQGGDPDJHRU
IDLOXUH

Other Metal Parts are made of hot-dipped galvanized or stainless
steel.
Duct Supports are made of hot-dipped galvanized Unistrut channel
All-Thread Rod are 1 /2" or 3/8" stainless steel and are used for
vertical supports.

Adjustable Height:

15⁄8" Framing System

Telestrut
Unipier®

Solar

6HYHUDOPRGHOVDOORZDGMXVWDEOHKHLJKWDVGHVLUHGRU
UHTXLUHGE\WKHFRGHRUURRIV\VWHP(DFKPRGHOFDQ
EHFRQILJXUHGWRDOORZSOXVRUPLQXVKHLJKWDERYHWKH
URRI3XUFKDVHUVVKRXOGVSHFLI\GHVLUHGKHLJKWVXSRQ
RUGHULQJWKHSLOORZEORFNKDQJHUV

Nuts & Hardware

‡ $VWUXWV\VWHPFRQVWUXFWHGRIKRWGLSSHGJDOYDQL]HGVWHHO
components including clevis hangers or band hangers.

3. Place the pipe or duct on the support without dropping or causing
undue impact.

General Fittings

‡ 6HOIOXEULFDWLQJUROOHUSRO\FDUERQDWHUHVLQURGDQGUROOHU$VGD\WLPH
temperatures warm the roof membrane and the mechanical pipe
network found on the roof, causing them to expand, the roller
bearing in the pipe stand rolls beneath the pipe it supports. A
difference between night and day temperatures of 20° F. causes
100 ft. of 1" steel pipe to move as much as 1 /4".

2. For adjustable models, adjust the support to the desired height and
to ensure a uniform load with other supports. Make certain the
horizontal support strut is level.

Pipe/Conduit Supports

‡ 8VKDSHGFUDGOHVLWXDWHGLQDSRO\FDUERQDWHUHVLQVHDW

1. Center the support beneath the pipes or ducts so that the pipe or
ducts are squarely over the pipe stand.

Electrical Fittings

$SLSHVXSSRUWXVHGWRVXSSRUWURRIPRXQWHGJDVSLSHV
HOHFWULFDOFRQGXLWVRODUSLSLQJDQGRWKHUPHFKDQLFDO
SLSLQJ8QLTXHGHVLJQDEVRUEVWKHUPDOH[SDQVLRQDQG
FRQWUDFWLRQRISLSHVWKXVSUHYHQWLQJGDPDJHWRWKHURRI
PHPEUDQH3LSHVUHVWVLQFOXGH

Installation Process:

Concrete Inserts

Product Description:

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Installation

165

Typical Steel Pipe Weights – Pipe Standing Load
For Schedule 40 Steel Pipe. (ASTM A53-86)
Pounds per Foot
Containing Gas
Pipe Size

Pounds per Foot
of Pipe Empty

3"

7.575

4"

10.790

5"

14.620

6"

18.970

8"

28.55

10"

40.48

PSI per Foot on
Model 6-RAH-7 BASE
.02
.04
.03
.05
.04
.07
.05
.09
.08
.14
.12
.21

5 Feet Spacing
37.89 lbs. .13 psi
67.00 lbs. .23 psi
53.97 lbs. .19 psi
81.50 lbs. .28 psi
73.14 lbs. .25 psi
116.00 lbs. .40 psi
94.49 lbs. .33 psi
157.50 lbs. .55 psi
142.84 lbs. .50 psi
250.00 lbs. .87 psi
202.54 lbs. .70 psi
373.00 lbs. 1.30 psi

7.5 Feet Spacing
56.84 lbs. .20 psi
100.50 lbs. .35 psi
80.96 lbs. .28 psi
122.25 lbs. .42 psi
109.7 lbs. .38 psi
174.00 lbs. .60 psi
142.35 lbs. .49 psi
236.25 lbs. .82 psi
214.25 lbs. .74 psi
375.75 lbs. 1.30 psi
303.80 lbs. 1.05 psi
559.50 lbs. 1.94 psi

10 Feet Spacing
75.78 lbs. .26 psi
134.00 lbs. .47 psi
107.94 lbs. .37 psi
163.00 lbs. .57 psi
146.27 lbs. .51 psi
232.00 lbs. .80 psi
189.80 lbs. .66 psi
315.00 lbs. 1.09 psi
285.67 lbs. .99 psi
501.00 lbs. 1.74 psi
405.07 lbs. 1.41 psi
746.00 lbs. 2.60 psi

Chart of Usual Pipe Diameters
PIPE
Inside Diameter

PVC
6WHHO6L]H

PVC
&

Cast Iron

Steel

Conduit

Outside Diameter

Outside Diameter

Outside Diameter

Outside Diameter

Outside Diameter

»"

.84"

–

–

.84"

.840"

» 4"

1.05"

–

–

1.05"

1.050"

1"

1.32"

–

–

1.32"

1.315"

1 »"

1.66"

–

–

1.66"

1.660"

1 1 » 2"

1.90"

–

–

1.90"

1.90"

1 2
3

1 4

2"

2.38"

2.50"

2.50"

2.38"

2.375"

2 1 » 2"

2.88"

–

–

2.88"

2.875"

3"

3.50"

–

3.96"

3.50"

3.500"

3 1 » 2"

–

–

–

–

4.000"

4"

4.50"

4.80"

5.00"

4.50"

4.500"

5"

–

–

–

5.56"

5.563"

6"

6.63"

6.90"

7.22"

6.63"

6.625"

8"

8.63"

9.05"

9.42"

8.63"

–

10"

10.75"

11.10"

11.60"

10.75"

–

The above dimensions are for usual and customary pipe sizes. Actual pipe sizes may vary from manufacturer to manufacturer.

Unipier®

Solar

Concrete Inserts

Pounds per Foot
Containing Water
7.578
13.4
10.794
16.3
14.627
23.2
18.98
31.5
28.567
50.1
40.507
74.6

PSI is in pounds per square inch on models 6-RAH-7 BASE, which contain 2 bases for a total of 288 square inches of roof contact area support.

Electrical Fittings

Pipe/Conduit Supports

General Fittings

Nuts & Hardware

Telestrut

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Pipe Diameters & Loading

166

15⁄8" Framing System

Unipier Specifications for Typical Bases
Outside Dimension
DW5RRI&RQWDFWLQ

Roof Contact
Area (in.2

Allowable Loading in
Pounds

PSI on Roof for Each Base
Under Maximum Load

Composition of Material
of Base

1.5

6X6

24.42

80

3.27

P

1.5 SPACER

6X6

33.06

80

2.41

P
P

0.89

P

2.5-SB-H P

9 X 15.25

111.75

125

1.11

P

3-R-2; 3-R-4

7.75 X 7.75

39.64

100

2.52

P

3-R SPACER

7.25 X 7.25

52.56

100

1.90

P

3-RAH-7

7.5 X 10

57.50

100

1.73

P

3-RAH-12

9 X 15.25

111.75

100

1.11

P

3-RAH-7 HG / SS

8 X 14

96.06

100

1.04

HG / SS

4-RAH-7 HG / SS

12 X 16

174.89

150

0.85

HG / SS

5-R; 5-RAH-7; 5-RAH-12

9 X 15.25

111.75

150

1.34

P

5-SB-H HG

12 X 16

174.89

170

0.97

HG / SS
P

5-SB-H P

16 X 18

220.32

250

1.13

6-RAH-7; 6-RAH-12

16 X 18

220.32

250

1.13

P

6-RAH-7 HG/SS; 6-RAH-RS HG/SS

12 X 16

174.89

150

0.85

HG / SS

6-H-P (used in pairs)

9 X 15.25

223.50

310

1.38

P

6-H (2 Bases) HG / SS

8 X 14

192.12

310

1.61

HG / SS

8-H-SB-P (used in pairs)

16 X 18

440.64

700

1.58

P

8-H-DB-P (used in pairs)

9 X 31.69

447.00

700

1.56

P

8-H HG / SS (used in pairs)

12 X 16

349.78

700

2.00

HG / SS

8-RAH-18

19 x 23

325.98

640

1.96

P

8-SB-H

19 x 23

325.98

640

1.96

P

10-H-DS P

19 x 23

325.98

640

1.96

P

12-BS-7 HG / SS

12 X 16

174.89

150

0.85

HG / SS

16-BS-7; 16-BS-12

9 X 15.25

111.75

125

1.11

P

16-BS-7 HG / SS

12 X 16

174.89

150

0.85

HG / SS

16-H-P (used in pairs)

16 X 39

881.28

1600

1.81

P

16-H HG / SS (used in pairs)

20 X 20

800.00

1600

2.00

HG / SS

20-BS-7; 20-BS-12

16 X 18

220.32

250

1.13

P

24-BS-4; 24-BS-18

19 x 23

325.98

640

1.96

P

Nuts & Hardware

1.73

100

General Fittings

100

111.75

Pipe/Conduit Supports

57.50

9 X 15.25

P – Polycarbonate Resin, SS – Stainless Steel - ASTM No. 304, HG – Hot-Dipped Galvanized
Note: Care should be taken to properly engineer the roof design so as to not overload the actual limits or manufacturer’s recommended limits for each pipe support, the roof
membrane, the roof top insulation, or the roof structure.

Unipier®

Solar

Note: Unipier has set the above load limits for each base to come within usual and customary roof structure, roof insulation, and roof membrane load limits. Unipier’s manufacturing recommendations do not replace actual engineering required for each specific job.

Electrical Fittings

7.5 X 10

2.5-CS-12

Concrete Inserts

2.5-CS-2, 2.5-CS-5, 2.5-CS-7

Telestrut

Base Model

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Technical Data

15⁄8" Framing System

167

1 5¼8" Channel

Unipier® Rooftop Pipe Support System - Technical Data

Technical Properties For Polycarbonate Resin*
PROPERTY

Telestrut
Nuts & Hardware
General Fittings
Pipe/Conduit Supports
Electrical Fittings

D792

1.20

PROPERTY

ASTM
TEST METHOD

VALUE

MECHANICAL
Tensile Strength, psi (MPa)

D638

–

Specific Volume, in /lb (cm /g)

–

23.1 (0.83)

Yield

–

9,000 (62)

Weight/Volume, lbs/in3 (g/cm3)

–

0.043 (1.20)

Ultimate

–

10,000 (69)

D570

–

D638

–

3

Water Absorption %

Elongation, %

24 hours @ 73°F (23°C)

–

0.15

–

130

Equilibrium, 73°F (23°C)

–

0.35

Flexural Strength, psi (MPa)

D790

14,000 (97)

Equilibrium, 212°F (100°C)

–

0.58

Flexural Modules, 105 psi (MPa)

D790

3.40 (2,300)

Mold Shrinkage, in/in (mm/mm)

D955

0.005-0.007

Compressive Strength, psi (MPa)

D695

12,500 (86)

Light Transmittance, % at 0.125"

D1003

89

Compressive Modules, psi (MPa)

D695

–

Haze, % @ 0.125"

D1003

1

10 osu (MPa)

–

3.45 (2,400)

–

1.586

Shear Strength, psi (MPa)

D732

–

Yield

–

6,000 (40)

Ultimate

–

10,000 (70)

–

1.14 (790)

D1822

–
15 (801)

Refractive Index
THERMAL
Deflection Temperature °F (°C)

Rupture

5

D648

–

@ 66 psi (0.46 MPa)

–

–

@ 254 psi (1.82 MPa)

–

270 ( )

Specific Heat, Btu/lb/°F (kJ/kg/°K)

–

0.30 (1.25)

Notched, » " thick (3.22mm)

–

Thermal Conductivity

–

–

Tensile Impact Strength, ft-lbs/in2 (kJ/m2)

D1822

–

–

1.35 (.19)

–

275 (579)

Dynatup Impact Strength, ft-lbs/in (J)

D3763

47 (64)

Fatigue Strength, psi @ 2.5mm

D671

–

–

1,000 (7.0)

Btu-in/h-ft2- °F (W/Km)
Coefficient of Thermal Expansion
in/in/°F (m.m/°C)
Vicat Softening Temperature, °F (°C)
Viscosity Midpoint

–

–

D696

3.75 x 10-5
(6.75 s 10-5)

D1525

305-315
(152-157)

D1238

9.5

Condition 0

–

D746

<-200 (-129)

–

–

ASTM

D365°

$(%!

UL Standard 94° 1 » 16 (1.6 mm)

UL94

V-2

UL Standard 94° 1 » 8" (3.2 mm)

UL94

V-2

D2863

25.0

D149

380 (15.0)

(Melt Flow Rate) g/10 min.
Brittleness Temperature, °F (°C)
Flammability Ratings

Oxygen Index

Shear Modules, 105 psi (MPa)
Izod Impact Strength, ft-lbs/in (J/m)
18

S-type

cycles (MPa)
Rockwell Hardness

D785

–

M

–

70

R

–

118

Deformation Under Load %

D621

–

4000 psi @ 73°F (27 MPa @ 23°C)

–

0.2

4000 psi @ 158°F (27 MPa @ 70°C)

–

0.5

Taber Abrasion Resistance
Weight Loss, mg/1000 cycles

–

–

D1044

10

*Polycarbonate Resin is used in all models indicated in catalog as Polycarbonate, and
in all rollers.

PHYSICAL
Dielectric Strength, volts/mil (kV/mm)
Short time, 125 mils (3.2mm)

–

–

D150

–

60 Hz

–

3.17

106 Hz

–

2.96

D150

–

60 Hz

–

0.0009

106 Hz

–

0.010

–

D257

–

!16

Dielectric Constant

Concrete Inserts

VALUE

PHYSICAL
Specific Gravity
3

Dielectric Factor

Volume Resistivity, ohm-cm
@ 73°F, dry (23°C)
Arc Resistance, sec

D495

–

Stainless Steel Electrodes

–

10-11

Tungsten Electrodes

–

120

Unipier®

Solar

ASTM
TEST METHOD

168

15⁄8" Framing System

11»4" FRAMING SYSTEM
A1000 (14 Gauge) ..........................................................171 - 172
A3300 (14 Gauge) ..........................................................173 - 174
A4000 (19 Gauge) ..........................................................175 - 176
A5000 (14 Gauge) ................................................................... 177
Channel Nuts and Closure Strips ........................................... 178
Flat Plate Fittings ...........................................................178 - 179
Ninety Degree Fittings............................................................ 179
Angle and Wing Shape Fittings ............................................. 179
“U” Shape Fittings .................................................................. 180
Pipe / Tubing Clips .................................................................. 180
Brackets ................................................................................... 180

MATERIAL

THREADS

Unistrut channels are accurately and carefully cold formed
to size from low-carbon strip steel.

All threads on the nuts and bolts are Unified and American
coarse screw threads.

STEEL: PLAIN
14 Gauge (1.9 mm), ASTM A1011 SS GR 33
19 Gauge (1.0 mm) ASTM A1008

STEEL: PRE-GALVANIZED
14 Gauge (1.9 mm) ASTM A653 GR 33,
19 Gauge (1.0 mm) ASTM A653 GR 33
Channel nuts are manufactured from mild steel bars conforming to ASTM A576, GR 1015, and are case hardened.
Fittings are made from hot rolled, pickled and oiled steel
plate or strip and conform to ASTM A1011 SS GR 33.
Many framing channels are available in special metal on
request. Consult factory for ordering information.

FINISHES
All channels and fittings are available in: Perma-Green III
(GR), Pre-galvanized (PG), conforming to ASTM A653 GR 33
and plain (PL).
Nuts are available in plain or electro-galvanized (EG) finish.
Fittings are available in Perma-Green III (GR) or plain (PL).

STANDARD LENGTHS
Standard lengths are 10 feet (3.05M) and 20 feet (6.10M).
Tolerances are: +1»8" (3.2 mm) to +1»2" (12.7 mm) to allow
for cutting. Special lengths are available for a small cutting
charge with a tolerance of ±1»8" (3.2mm).

DESIGN BOLT TORQUE
BOLT SIZE
Rec. Torque
)W/EV1‡P
Max Torque
)W/EV1‡P

» "-20
6
(8)
7
(9)

14

» "-18
11
(15)
15
(20)

5 16

» "-16
19
(26)
25
(34)

38

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

LOAD DATA
All beam and column load data pertains to carbon steel
and stainless steel channels. Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR
THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND
STEEL INSTITUTE USING ASD METHOD. Loads are based on
33 ksi steel cold formed to 42 ksi.
Type
of Load
Beam Loads
Column Load

Safety Factor
to Yield Strength
1.67
1.80

Safety Factor
to Ultimate Strength
2.0
2.2

APPLICATION
A framing system designed for medium loads, the 11»4"
series is especially suitable for use in the OEM, commercial
and display markets. It maintains a lightness in scale and
a clean line that makes it aesthetically pleasing as well as
functional.
169

11»4" Framing System Pictorial Index
A3300 Series

11¼4" System

A1000 Series
1 1 ⁄ 4 " x 1 1 ⁄ 4"
14 Ga.

1 1⁄ 4" x 3 ⁄ 4"
14 Ga.
A1000-Pg 171

A1001-Pg 171

A1001 B-Pg 172

A5000 Series

A4000 Series
1 1 ⁄ 4" x 5 ⁄ 8 "
19 Ga.

A3300-Pg 173

A1001 C-Pg 172

A3301-Pg 173

Channel Nuts & Closures

1 1 ⁄ 4" x 2 1⁄ 2"
14 Ga.
A4000-Pg 175

A4001-Pg 175

A5000-Pg 177

A1006-1420-Pg 178

A4280-Pg 178

A5280-Pg 178

A4006-1420-Pg 178

A5006-1420-Pg 178

A3006-1420-Pg 178

A3016-0832-Pg 178

A1280-Pg 178

A1184-Pg 178

A1184P-Pg 178

A Series Fittings

A1063-Pg 178

A1065-Pg 178

A1191-Pg 178

A1066-Pg 179

A2324-Pg 179

A1036-Pg 179

A1031-Pg 179

A1026-Pg 179

A1068-Pg 179

A1326-Pg 179

A1458-Pg 179

A1325-Pg 179

A2110-Pg 179

A2126-Pg 179

A2084-Pg 179

A2472 R-L-Pg 179

A2223-Pg 179

A2345-Pg 179

A2227-Pg 179

A1047-Pg 180

A3347-Pg 180

A4047-Pg 180

A5047-Pg 180

A2608-Pg 180

A2492 R-Pg 180

A2492 L-Pg 180

A2494 R-Pg 180

A2494 L-Pg 180

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

A1001 A-Pg 172

170

11⁄4" Framing System

A1000 & A1001 Channels

⁄32"

7.1

.706"
1
.544"

1

1 ⁄ 4"

31.8

2

31.8

1 1⁄4"

7.1
17.9
4.8
1
13.8
2

1

2 ⁄2"

1

31.8

1

1 ⁄4"

Wt/100 Ft: 207 Lbs (308 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

A1000 - BEAM LOADING

A1001 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

18
24
36
48
60
72
84
96
108
120

960
720
480
360
290
240
210
180
160
140

0.04
0.07
0.16
0.29
0.45
0.65
0.90
1.16
1.46
1.75

960
720
480
330
210
150
110
80
70
50

960
720
440
250
160
110
80
60
50
40

Span/360
Lbs

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

960
660
300
170
110
70
50
40
30
30

18
24
36
48
60
72
84
96
108
120

1,650*
1,650*
1,350
1,010
810
670
580
510
450
400

0.01
0.03
0.09
0.16
0.26
0.37
0.50
0.66
0.83
1.01

1,650*
1,650*
1,350
1,010
810
670
540
410
330
260

1,650*
1,650*
1,350
1,010
790
550
400
310
240
200

1,650*
1,650*
1,350
820
530
370
270
210
160
130

Uniform Loading at Defl.

A1000 - COLUMN LOADING

Unbraced
Height
In
18
24
36
48
60
72
84
96
108

2

2

Wt/100 Ft: 104 Lbs(154 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickn,ess .075" (1.9mm)

Maximum
Allowable
Load
at Slot Face
Lbs
1,960
1,840
1,500
1,220
1,020
880
780
690
620

1

63.5

¼ " System

9

13 16

⁄16"

Uniform Loading at Defl.

A1001 - COLUMN LOADING

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
5,900
5,210
3,940
2,950
2,260
1,840
1,550
1,340
1,170

K = 0.80
Lbs
5,430
4,590
3,220
2,300
1,790
1,460
1,230
1,050
910

K =1.0
Lbs
4,800
3,850
2,480
1,790
1,400
1,130
940
**
**

K = 1.2
Lbs
4,210
3,220
2,010
1,460
1,130
910
**
**
**

Unbraced
Height
In
18
24
36
48
60
72
84
96
108
120

Maximum
Allowable
Load
at Slot Face
Lbs
3,530
3,480
3,370
3,260
2,960
2,630
2,260
1,940
1,670
1,440

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
13,300
12,750
11,630
10,680
9,930
8,480
7,040
5,680
4,490
3,640

K = 0.80
Lbs
12,920
12,220
10,950
10,020
8,260
6,500
4,900
3,750
2,970
2,400

K =1.0
Lbs
12,400
11,550
10,220
8,260
6,080
4,270
3,140
2,400
**
**

K = 1.2
Lbs
11,880
10,950
9,150
6,500
4,270
2,970
2,180
**
**
**

A1000/A1001 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1

A1000

A1001

0.305

In2

0.609

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.061
0.086
0.447

In4
In3
In

0.302
0.242
0.704

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.078
0.125
0.506

In4
In3
In

0.156
0.250
0.506

In4
In3
In

Axis 2-2

11⁄4" Framing System

Fiberglass System

3

Special Metals

⁄32"

31.8
17.5

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

171

PrimeAngle

9

31.8

1 1⁄4"

⁄16"

Metal Grating

11

Roofwalk

1 1⁄ 4 "

11¼4" System

A1001 – 11»4" X 21»2"

Index

A1000 – 11»4" X 11»4"

A1000 & A1001 Channels
A1001 - BEAM LOADING (METRIC)

Span
mm

Max
Allowable
Uniform Load
kN

Defl. at
Uniform
Load
mm

Span/180
kN

Span/240
kN

Span/360
kN

Span
mm

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000

3.2
2.6
2.0
1.6
1.3
1.1
1.0
0.8
0.7

2
3
5
8
11
15
20
32
46

3.2
2.6
2.0
1.4
1.0
0.7
0.5
0.4
0.2

3.2
2.6
1.6
1.1
0.7
0.5
0.4
0.3
0.2

3.1
2.0
1.1
0.7
0.5
0.4
0.3
0.2
0.1

600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000
3,500

Uniform Loading at Deflection

A1000 - COLUMN LOADING (METRIC)
Maximum
Allowable
Load
at Slot Face
kN
8.2
7.5
6.3
5.3
4.6
4.1
3.6
3.3
3.0
2.7

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

Max. Column Load Applied at C.G.
K = 0.65
kN
23.4
20.5
16.2
12.8
10.2
8.6
7.4
6.5
5.8
5.2

K = 0.80
kN
20.7
17.3
13.0
9.9
8.1
6.8
5.9
5.2
4.5
4.0

Parameter

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

2.53
1.41
1.14

cm4
cm3
cm

12.57
3.96
1.79

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

3.25
2.05
1.29

cm4
cm3
cm

6.50
4.09
1.29

cm4
cm3
cm

Maximum
Allowable
Load
at Slot Face
kN
15.5
15.2
14.9
14.4
13.3
12.1
10.8
9.5
8.4
7.4

Uniform Loading at Deflection
Span/180
kN
7.3*
7.3*
5.5
4.4
3.6
3.2
2.7
1.7
1.2
0.9

Span/240
kN
7.3*
7.3*
5.5
4.4
3.6
2.7
2.0
1.3
0.9
0.7

Span/360
kN
7.3
7.3
5.5
3.5
2.4
1.8
1.4
0.9
0.6
0.4

1 1⁄ 4"

1 1⁄ 4"

Max. Column Load Applied at C.G.
K = 0.65
kN
56.9
54.4
50.4
47.2
44.6
39.4
34.1
29.0
24.1
19.9

K = 0.80
kN
54.5
51.6
47.4
43.9
37.4
30.9
24.8
19.6
15.9
13.1

K =1.0
kN
51.6
48.4
43.9
35.7
27.8
20.7
15.9
12.5
10.2
**

K = 1.2
kN
48.9
45.7
37.4
27.8
19.6
14.4
11.0
**
**
**

Finishes: PL, GR, HG, PG Standard Lengths: 10' & 20'

A1001B – 11»4" X 21»2"

(31.8)

A1001C – 11»4" X 21»2"
1 1⁄4"

1 1⁄4"

(31.8)

(31.8) (31.8)

1.29"

2 1 ⁄ 2"

(63.5)

1

1 1⁄ 4"

(31.8)
.544
(13.8)

2 1⁄ 2"

(63.5)

1

1 1⁄4"

2

.705
(17.9)

Wt/100 Ft: 207 Lbs (308 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

172

Defl. at
Uniform
Load
mm
1
2
3
4
6
9
11
17
25
34

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

Axis 2-2

1 1⁄ 4"

Roofwalk

K = 1.2
kN
14.6
11.3
8.1
6.3
5.2
4.3
**
**
**
**

A1001
3.93
cm2

A1001A – 11»4" X 21»2"

Index

K =1.0
kN
17.3
14.0
9.9
7.7
6.3
5.3
4.5
3.9
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
2,750

A1000
1.96
cm2

Area of Section
Axis 1-1

(31.8)

Max
Allowable
Uniform Load
kN
7.3*
7.3*
5.5
4.4
3.6
3.2
2.8
2.2
1.8
1.6

A1001 - COLUMN LOADING (METRIC)

A1000/A1001 - ELEMENTS OF SECTION (METRIC)

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

A1000 - BEAM LOADING (METRIC)

(32.8)

(63.5)

1

1.21"

(30.7)

(31.8)
.625 (15.9)

2 1⁄2"

2

.625 (15.9)

Wt/100 Ft: 207 Lbs (308 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

.585
(14.9)

2

.665
(16.9)

Wt/100 Ft: 207 Lbs (308 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

11⁄4" Framing System

A3300 & A3301 Channels

2

2

7.9

2

2

Wt/100 Ft: 156 Lbs (232 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

A3300 - BEAM LOADING
Max
Allowable
Uniform Load
Lbs
420
320
210
160
130
110
90
80

A3301 - BEAM LOADING
Defl. at
Uniform
Load
In
0.07
0.12
0.26
0.47
0.75
1.09
1.42
1.88

Uniform Loading at Deflection
Span/180
Lbs
420
320
160
90
60
40
30
20

Span/240
Lbs
420
270
120
70
40
30
20
20

Span/360
Lbs
320
180
80
50
30
20
10
10

A3300 - COLUMN LOADING

Unbraced
Height
In
18
24
36
48
60

1

19.1

.310"

Wt/100 Ft: 78 Lbs (116 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

Span
In
18
24
36
48
60
72
84
96

19.1
38.1

1

⁄4"

¼ " System

1

⁄4"

3

Maximum
Allowable
Load
at Slot Face
Lbs
1,430
1,370
1,190
900
680

13 16

⁄ 4"

3

1 1⁄2"

1

Span
In
18
24
36
48
60
72
84
96

Max
Allowable
Uniform Load
Lbs
990*
860
580
430
350
290
250
220

Defl. at
Uniform
Load
In
0.03
0.07
0.15
0.27
0.43
0.62
0.85
1.11

Uniform Loading at Deflection
Span/180
Lbs
990*
860
580
420
270
190
140
110

Span/240
Lbs
990*
860
560
320
200
140
100
80

Span/360
Lbs
990*
850
380
210
140
90
70
50

A3301 - COLUMN LOADING

Max. Column Load Applied at C.G.
K = 0.65
Lbs
4,490
4,090
3,390
2,380
1,550

K = 0.80
Lbs
4,210
3,750
2,680
1,600
1,020

K =1.0
Lbs
3,860
3,310
1,820
1,020
**

K = 1.2
Lbs
3,550
2,680
1,260
**
**

Unbraced
Height
In
18
24
36
48
60
72
84
96

Maximum
Allowable Load
at Slot Face
Lbs
2,540
2,510
2,410
2,230
1,970
1,650
1,380
1,160

Max. Column Load Applied at C.G.
K = 0.65
Lbs
9,890
9,510
8,800
7,560
6,210
4,890
3,680
2,820

K = 0.80
Lbs
9,620
9,200
7,960
6,320
4,690
3,310
2,430
1,860

K =1.0
Lbs
9,300
8,710
6,730
4,690
3,050
2,120
**
**

K = 1.2
Lbs
9,020
7,960
5,490
3,310
2,120
**
**
**

A3300/A3301 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

11⁄4" Framing System

A3300
0.230
In2

A3301
0.459
In2

0.017
0.038
0.269

In4
In3
In

0.077
0.103
0.411

In4
In3
In

0.052
0.083
0.477

In4
In3
In

0.104
0.167
0.477

In4
In3
In

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

173

Fiberglass System

19.1

31.8

Special Metals

4.8

.440"

11¼4" System

1 1⁄4"
7.1
11.2

PrimeAngle

⁄32"

31.8
17.5

Metal Grating

3

⁄32"

7.1

9

Roofwalk

9

1 1⁄ 4 "
⁄16"
3
⁄16"

11

A3301 – 11»4" X 11»2"

Index

A3300 – 11»4" X 3»4"

A3300 & A3301 Channels

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000

Max
Allowable
Uniform Load
kN
1.4
1.2
0.8
0.7
0.6
0.5
0.4

Defl. at
Uniform
Load
mm
3
5
8
12
18
24
33

A3301 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
1.4
1.1
0.6
0.4
0.3
0.2
0.1

Span/240
kN
1.2
0.8
0.4
0.3
0.2
0.1
0.1

Span/360
kN
0.8
0.5
0.3
0.2
0.1
0.1
0.1

13 16

¼ " System

11¼4" System

A3300 - BEAM LOADING (METRIC)

Special Metals

Fiberglass System

A3300 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500

Maximum
Allowable
Load
at Slot Face
kN
6.1
5.8
4.9
3.9
3.1

K = 0.80
kN
16.8
14.9
10.4
6.8
4.7

K =1.0
kN
14.9
11.5
6.8
4.3
**

K = 1.2
kN
12.2
8.4
4.7
**
**

Uniform Loading at Deflection
Span/180
kN
3.9
3.1
2.4
1.8
1.2
0.9
0.7
0.4
0.3

Span/240
kN
3.9
3.1
2.1
1.3
0.9
0.7
0.5
0.4
0.2

Span/360
kN
3.9
2.5
1.4
0.9
0.6
0.4
0.4
0.2
0.1

A3300
1.48
cm2

A3301
2.96
cm2

0.69
0.62
0.68

cm4
cm3
cm

3.22
1.69
1.04

cm4
cm3
cm

2.17
1.37
1.21

cm4
cm3
cm

4.34
2.73
1.21

cm4
cm3
cm

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500

Maximum
Allowable
Load
at Slot Face
kN
11.2
11.0
10.5
9.8
8.9
7.7
6.7
5.8
5.0

Max. Column Load Applied at C.G.
K = 0.65
kN
42.4
40.9
37.7
33.0
28.1
23.2
18.6
14.7
11.9

K = 0.80
kN
41.0
39.0
33.4
27.4
21.4
16.1
12.3
9.7
7.9

K =1.0
kN
39.0
34.9
27.4
20.0
14.0
10.3
7.9
**
**

K = 1.2
kN
35.7
30.4
21.4
14.0
9.7
**
**
**
**

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

Index

Roofwalk

Metal Grating

PrimeAngle

A3300/A3301 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

Defl. at
Uniform
Load
mm
2
3
5
7
10
14
18
29
43

A3301 - COLUMN LOADING (METRIC)

Max. Column Load Applied at C.G.
K = 0.65
kN
18.3
16.7
13.8
10.1
7.1

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000

Max
Allowable
Uniform Load
kN
3.9
3.1
2.4
1.9
1.6
1.3
1.2
0.9
0.8

174

11⁄4" Framing System

A4000 & A4001 Channels

1
2

1 1⁄4"

1
2

5

⁄8"

6.7

.262"

1

15.9

2

Wt/100 Ft: 45 Lbs (67 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0mm)

1

31.8
2

Wt/100 Ft: 90 Lbs (134 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0mm)

A4000 - BEAM LOADING

A4001 - BEAM LOADING

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

18
24
36
48
60
72

250
190
120
90
70
60

0.08
0.15
0.32
0.58
0.88
1.30

250
170
70
40
30
20

220
120
60
30
20
10

150
80
40
20
10
10

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

18
24
36
48
60
72
84

350*
350*
330
240
200
160
140

0.02
0.06
0.19
0.32
0.52
0.72
1.00

350*
350*
330
200
130
90
70

350*
350*
270
150
100
70
50

350*
350*
180
100
60
40
30

Uniform Loading at Deflection

A4000 - COLUMN LOADING

Uniform Loading at Deflection

A4001 - COLUMN LOADING

Unbraced
Height
In

Maximum
Allowable Load
at Slot Face
Lbs

K = 0.65
Lbs

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs

18
24
36
48
60

960
880
670
470
340

2,510
2,190
1,570
1,110
710

2,290
1,890
1,230
730
470

1,990
1,530
830
470
**

1,700
1,230
580
**
**

Max. Column Load Applied at C.G.

Unbraced
Height
In

Maximum
Allowable Load
at Slot Face
Lbs

K = 0.65
Lbs

K = 0.80
Lbs

K =1.0
Lbs

K = 1.2
Lbs

18
24
36
48
60
72
84

1,640
1,600
1,510
1,330
1,090
870
700

5,640
5,320
4,650
4,030
3,170
2,370
1,740

5,420
5,000
4,240
3,240
2,250
1,560
1,150

5,110
4,600
3,500
2,250
1,440
1,000
**

4,800
4,240
2,730
1,560
1,000
**
**

Max. Column Load Applied at C.G.

A4000/A4001 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

11⁄4" Framing System

A4000
0.132
In2

A4001
0.264
In2

0.008
0.022
0.240

In4
In3
In

0.037
0.058
0.372

In4
In3
In

0.029
0.046
0.469

In4
In3
In

0.058
0.093
0.469

In4
In3
In

Fiberglass System

⁄8"

4.8
15.9

Special Metals

.363"

5

31.8

15.9

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

175

PrimeAngle

⁄16"

⁄32"

⁄8"

7.1
9.2

Metal Grating

3

9

1 1⁄4"

5

17.5

7.1

Roofwalk

⁄32"

31.8

⁄16"

Index

9

11

13 16

1 1⁄4"

11¼4" System

A4001– 11»4" X 11»4"

¼ " System

A4000 – 11»4" X 5»8"

A4000 & A4001 Channels

Max
Allowable
Uniform Load
kN
0.8
0.7
0.5
0.4
0.4

Span
mm
600
750
1,000
1,250
1,500

Defl. at
Uniform
Load
mm
4
6
10
16
24

A4001 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
0.8
0.5
0.3
0.2
0.1

Span/240
kN
0.6
0.4
0.2
0.1
0.1

Span/360
kN
0.4
0.3
0.1
0.1
0.0

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000

Max
Allowable
Uniform Load
kN
1.6*
1.6*
1.3
1.1
0.9
0.8
0.7

Defl. at
Uniform
Load
mm
1
3
6
9
13
17
22

Uniform Loading at Deflection
Span/180
kN
1.6*
1.6*
1.3
0.8
0.6
0.4
0.3

Span/240
kN
1.6*
1.6*
1.0
0.6
0.4
0.3
0.3

Span/360
kN
1.6
1.2
0.7
0.4
0.3
0.2
0.2

A4000 - COLUMN LOADING (METRIC)

Unbraced
Height
mm
600
750
1,000
1,250
1,500

Maximum
Allowable
Load
at Slot Face
kN
3.9
3.5
2.8
2.0
1.5

A4001 - COLUMN LOADING (METRIC)

Max. Column Load Applied at C.G.
K = 0.65
kN
9.8
8.4
6.4
4.7
3.2

K = 0.80
kN
8.5
6.9
4.8
3.1
2.1

K =1.0
kN
6.9
5.3
3.1
**
**

K = 1.2
kN
5.6
3.8
2.1
**
**

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250

Maximum
Allowable
Load
at Slot Face
kN
7.1
6.9
6.6
5.8
4.9
4.1
3.4
2.9

Max. Column Load Applied at C.G.
K = 0.65
kN
23.8
22.3
19.9
17.5
14.4
11.4
8.8
6.9

K = 0.80
kN
22.4
20.6
17.8
13.9
10.3
7.6
5.8
4.6

K =1.0
kN
20.6
18.6
13.9
9.5
6.6
4.8
**
**

K = 1.2
kN
19.0
15.8
10.3
6.6
4.6
**
**
**

A4000/A4001 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section

A4000

A4001

0.85

cm2

1.70

cm2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.32
0.37
0.61

cm4
cm3
cm

1.52
0.96
0.94

cm4
cm3
cm

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

1.21
0.76
1.19

cm4
cm3
cm

2.42
1.52
1.19

cm4
cm3
cm

Axis 1-1

Axis 2-2

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
177 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

A4000 - BEAM LOADING (METRIC)

176

11⁄4" Framing System

A5000 Channels

1 1⁄4"

⁄16" 1.349"

63.5

1

Defl. at
Uniform
Load
Lbs
0.04
0.09
0.15
0.24
0.34
0.47
0.61
0.76
0.94

Uniform Loading at Deflection
Span/180
Span/240
Span/360
Lbs
Lbs
Lbs
2,220
2,220
2,220
1,480
1,480
1,480
1,110
1,110
980
890
890
630
740
650
430
640
480
320
490
370
240
390
290
190
310
230
160

A5000 - COLUMN LOADING
Unbraced
Height
In
24
36
48
60
72
84
96
108
120

Maximum
Allowable Load
at Slot Face
Lbs
2,790
1,950
1,360
990
790
660
570
510
460

Max. Column Load Applied at C.G.
K = 0.65
K = 0.80
K =1.0
K = 1.2
Lbs
Lbs
Lbs
Lbs
7,950
6,670
5,080
3,760
5,270
3,760
2,600
1,970
3,290
2,350
1,690
1,330
2,300
1,690
1,260
1,010
1,750
1,330
1,010
830
1,420
1,100
860
710
1,200
940
740
**
1,040
830
**
**
930
740
**
**

A5000
0.492
In2
0.358
0.265
0.853

In4
In3
In

0.143
0.229
0.539

In4
In3
In

3

5

»8" -16

Channel Gauge
A1000

14

»16" -18

A3300

14

» " -20

A5000

14

» " -16

A4000

19

14
38

11⁄4" Framing System

Max
Allowable
Pull-Out
/EVN1
900
4.00
900
4.00
900
4.00
300
1.33

Unbraced
Height
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500

A5000 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

A5000
3.17
cm2
14.91
4.35
2.17

cm4
cm3
cm

5.94
3.74
1.37

cm4
cm3
cm

MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS
Nut Size/
Thread

Defl. at
Uniform
Load
mm
1
1
3
4
6
8
10
16
23

Uniform Loading at Deflection
Span/180
Span/240
Span/360
kN
kN
kN
10.1
10.1
10.1
8.1
8.1
8.1
6.1
6.1
6.1
4.8
4.8
4.1
4.0
4.0
2.9
3.4
3.2
2.1
3.0
2.4
1.6
2.1
1.6
1.0
1.4
1.1
0.7

A5000 - COLUMN LOADING (METRIC)

A5000 - ELEMENTS OF SECTION
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

Span
mm
600
750
1,000
1,250
1,500
1,750
2,000
2,500
3,000

Max
Allowable
Uniform Load
kN
10.1
8.1
6.1
4.8
4.0
3.4
3.0
2.4
2.0

Resistaance
to Slip
/EVN1
500
2.22
500
2.22
500
2.22
400
1.78

Maximum
Allowable Load
at Slot Face
kN
12.5
10.7
7.8
5.8
4.5
3.7
3.2
2.8
2.5

Max. Column Load Applied at C.G.
K = 0.65
K = 0.80
K =1.0
K = 1.2
kN
kN
kN
kN
35.8
30.2
23.1
17.2
29.7
23.1
16.0
11.9
20.5
14.4
10.1
7.7
14.0
10.1
7.3
5.7
10.5
7.7
5.7
4.6
8.3
6.2
4.8
3.9
6.9
5.3
4.1
3.3
5.9
4.6
3.6
3.0
5.2
4.1
3.2
**

Notes:

/RDGOLPLWHGE\VSRWZHOGVKHDU

./ » U !15 1RW5HFRPPHQGHG
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft
or w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer
to table below for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% & the
corresponding deflection by 80%. Other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

LATERAL BRACING LOAD REDUCTION CHARTS
Torque
)W/EV1‡P
19
26
11
15
6
8
19
26

Span
Single Channel
Ft. (m) In. (cm) A1000 A3300 A4000 A5000
2 (0.6) 24 (61) 0.95
1.00
0.94
0.90
3 (0.9) 36 (91) 0.86
0.97
0.83
0.69
4 (1.2) 48 (122)

0.78

0.94

5 (1.5)
6 (1.8)
7 (2.1)
8 (2.4)
9 (2.7)
10 (3.1)
12 (3.7)

0.72
0.67
0.63
0.59
0.55
0.52
0.46

0.91
0.65
0.37
0.90
0.95
0.82
0.89
0.58
0.31
0.84
0.91
0.74
0.87
0.53
0.27
0.79
0.88
0.67
0.85
0.49
0.24
0.74
0.84
0.59
0.83
0.45
0.22
0.69
0.81
0.52
0.80
0.42
0.21
0.64
0.77
0.46
0.76
0.38
0.19
0.54
0.70
0.38
Nut design loads include a minimum safety factor of 3.

60 (152)
72 (183)
84 (213)
96 (244)
108 (274)
120 (305)
144 (366)

0.73

0.49

Double Channel
A1001 A3301 A4001
1.00
1.00
1.00
1.00
1.00
0.97
0.95

0.99

0.89

177

13 16

A5000 - BEAM LOADING (METRIC)

¼ " System

2

Fiberglass System

Span
In
24
36
48
60
72
84
96
108
120

1

1.151"

A5000 - BEAM LOADING

34.3
29.2

2

Max
Allowable
Uniform Load
Lbs
2,220
1,480
1,110
890
740
640
560
490
440

4.8

7.1

Special Metals

Wt/100 Ft: 167 Lbs (249 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
14 Gauge Nominal Thickness .075" (1.9mm)

⁄32"

PrimeAngle

3

2 1⁄2"

7.1

9

Metal Grating

⁄32"

31.8
17.5

Roofwalk

9

⁄16"

Index

11

11¼4" System

A5000 – 11»4" X 21»2"

Channel Nuts and Load Data, End Caps, Closure Strips, Flat Fittings

13 16

Channel

Bearing Length 11»4PP
Maximum Allowable Loads - Lbs (kN)

Bearing Length 11»4PP
Maximum Allowable Loads - Lbs (kN)

A1000

3,700 (16.46)

1,700 (7.56)

4,300 (19.13)

A3300

3,800 (16.90)

1,700 (7.56)

4,300 (19.13)

1,200 (5.34)

600 (2.67)

1,400 (6.23)

A5000

3,600 (16.01)

1,600 (7.12)

4,200 (18.68)

Fiberglass System

Part
Number
A1006-1420
A1007
A1008
Part
Number
A4006-1420
A4007
A4008
Part
Number
A5006-1420
A5007
A5008

A1280

END CAP

EG
Nut Size Wt/100 pcs
Thread
Lbs (kg)
1» 4"
-20
6 (2.7)
5»16"
-18
6 (2.7)
3» 8"
-16
6 (2.7)
Nut Size Wt/100 pcs
Thread
Lbs (kg)
1» 4"
-20
5 (2.3)
5
»16" -18
5 (2.3)
3» 8"
-16
5 (2.3)
Nut Size Wt/100 pcs
Thread
Lbs (kg)
1
»4" -20
6 (2.7)
5
»16" -18
6 (2.7)
»"

38

-16

CHANNEL NUT WITHOUT SPRINGS
Part
Number
A3006-1420
A3007
A3008

Use With
A1000

Part
Number
A3016-0832
A3016-1024
A3016-1032
A3016-1420

Use With
A3300,
A4000

Nut Size Wt/100 pcs
Thread
Lbs (kg)
Use With
1» 4"
-20
5 (2.3)
A1000, A3300,
5»16"
-18
5 (2.3)
A4000, & A5000
3» 8"
-16
5 (2.3)
Nut Size Wt/100 pcs
Thread
Lbs (kg)
Use With
#8 -32
1 (0.5)
#10 -24
1 (0.5)
A1000, A3300,
A4000, & A5000
#10 -32
1 (0.5)
1» 4"
-20
1 (0.5)

Use With
A5000

6 (2.7)

A4280

END CAP

A5280

END CAP

A1184

CLOSURE STRIP

.020"
(0.5)

PrimeAngle
Metal Grating

Bearing Length 21»2PP
Maximum Allowable Loads - Lbs (kN)

A4000

CHANNEL NUT WITH SPRING

Special Metals

LOAD

LOAD

LOAD

Loads are
calculated based on
2001 Specification
For The Design Of
Cold Formed Steel
Structural Members
published by AISI

¼ " System

11¼4" System

BEARING LOADS ON UNISTRUT CHANNEL

Standard Length 10 Feet
1 1⁄4"
(31.8)

Material: .075" (1.9)
Note: Use with A1000 channel

Material: .075" (1.9)
Note: Use with A4000 channel.

Wt/100 pcs: 7 Lbs (3.2 kg)

A1191

Material: .075" (1.9)
Note: Use with A5000 channel.

Wt/100 pcs: 3 Lbs (1.4 kg)

A1063

Wt/100 pcs: 14 Lbs (6.4 kg)

EG

A1065

Finish:
Perma-Green II (GR), Plain (PL).
Wt/100 Ft: 21 Lbs (31.3 kg/100M)

A1184P

2 3⁄4"

CLOSURE STRIP

3
⁄32"
(2.4)

(69.9)

1 1⁄4"

Roofwalk

13 1⁄4"

(31.8)

(336.6)

Standard length: 10 Ft.
1"

(25.4)

Material: Paintable PVC.
Color: Green, Grey.

Index

Wt/100 pcs: 87 Lbs (39.5 kg)

Wt/100 pcs: 8 Lbs (3.6 kg)

Wt/100 pcs: 17 Lbs (7.7 kg)

Wt/100 Ft: 21 Lbs (31.3 kg/100M)

Standard Dimensions for 11¼4" (31.8 mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 13»32" (10.3mm); Hole Spacing - From End: 5»8" (15.9 mm); Hole Spacing - On Center: 11»2" (38.1mm); Width: 11»4"(31.8mm); Thickness: 3»16" (4.8mm)

178

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

11⁄4" Framing System

Flat, 90°, Angle, Wing Fittings
A2324

A1036

A1031
4 1⁄ 4"

2 3⁄ 4"

4 1⁄4"

(108.0)

(69.9)

(108.0)

5 3⁄4"
(146.1)

2 3⁄ 4"

2 3⁄ 4"

(69.9)

(69.9)

3"

11¼4" System

A1066

A1326

A1458
1 1⁄4"

1 ⁄4"

1 19⁄32"

2 3⁄4"

(31.8)

1

(69.9)

(31.8)

(40.5)

Fiberglass System

GR

A1068

Wt/100 pcs: 34 Lbs (15.4 kg)

13 16

Wt/100 pcs: 27 Lbs (12.2 kg)

1 25/32"
(45.2)

3 9⁄32"
(83.3)

1 25⁄32"

1 7⁄16"

(45.2)

(36.5)

A1325

Wt/100 pcs: 17 Lbs (7.7 kg)

A2110

2 3⁄ 4"
(69.9)

1

2 ⁄4"

Wt/100 pcs: 27 Lbs (12.2 kg)

A2126

A2084
1 1⁄4"

45°

45°

(31.8)

(.79)

(.79)

(57.2)
9

3 ⁄32"

2 15⁄16"

1 3⁄4"

(83.3)

Wt/100 pcs: 27 Lbs (12.2 kg)

Special Metals

Wt/100 pcs: 17 Lbs (7.7 kg)

7

(44.5)
1

1 ⁄ 4"

1 ⁄16"

(74.6)

2 21⁄32"
(67.5)

(36.5)

(31.8)

1 1⁄ 4"
(31.8)

A2472 R-L

Wt/100 pcs: 23 Lbs (10.4 kg)

A2223

1 7⁄16"

A2345
1 7⁄16"

(36.5)

(36.5)

1 19⁄32"
(40.5)

Wt/100 pcs: 17 Lbs (7.7 kg)

Wt/100 pcs: 90 Lbs (40.8 kg)

Metal Grating

Wt/100 pcs: 38 Lbs (17.2 kg)

A2227
1 7⁄16"

1 7⁄16"

(36.5)

(36.5)

1 19⁄32"

1 19⁄32"

(40.5)

(40.5)

1 19⁄32"
(40.5)

R-As shown
L-Opposite hand
Wt/100 pcs: 34 Lbs (15.4 kg)

Wt/100 pcs: 41 Lbs (18.6 kg)

Wt/100 pcs: 52 Lbs (23.6 kg)

Index

Wt/100 pcs: 33 Lbs (15.0 kg)

Standard Dimensions for 11¼4" (31.8 mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 13»32" (10.3mm); Hole Spacing - From End: 5»8" (15.9 mm); Hole Spacing - On Center: 11»2" (38.1mm); Width: 11»4"(31.8mm); Thickness: 3»16" (4.8mm)

11⁄4" Framing System

PrimeAngle

A1026

Wt/100 pcs: 39 Lbs (17.7 kg)

Roofwalk

Wt/100 pcs: 26 Lbs (11.8 kg)

¼ " System

(76.2)

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

179

"U" Shape Fittings, Pipe/Tube Clips and Brackets
A3347

11¼4" System

A1047

A4047
4 ⁄ 2"

4 1⁄ 2"

4 1⁄ 2"

4 1⁄ 2"

1

(114.3)

(114.3)

(114.3)

(114.3)

A5047

3

3 1⁄4"

5

⁄ 4"

(15.9)

(19.1)

(82.6)

1 1⁄ 4"

13 16

¼ " System

(31.8)

2 1 ⁄ 2"
(63.5)

⁄ 8"

A4000

A3300

A5000

A1000

Wt/100 pcs: 43 Lbs (19.5 kg)

A2608

THRU

Wt/100 pcs: 37 Lbs (16.8 kg)

Wt/100 pcs: 34 Lbs (15.4 kg)

Wt/100 pcs: 58 Lbs (26.3 kg)

A2617

UNI-CLIP®
Part
Number
A2608
A2609
A2611
A2612
A2613
A2614
A2615
A2617

1"

Fiberglass System

(25.4)

Pipe Size
,QPP
1»4 (6.4)
3»8 (9.5)
1»2 (12.7)
3»4 (19.1)
1 (25.4)
11»4 (31.8)
11»2 (38.1)
2 (50.8)

O.D. Size
,QPP
0.540 (13.7)
0.675 (17.1)
0.840 (21.3)
1.050 (26.7)
1.35 (33.4)
1.660 (42.2)
1.900 (48.3)
2.375 (60.3)

Wt/100 pcs
/EVNJ
0.6 (0.3)
0.7 (0.3)
1.0 (0.5)
1.4 (0.6)
2.0 (0.9)
2.4 (1.1)
3.2 (1.5)
4.7 (2.1)

Special Metals

Stainless steel, Type 301.

A2492 R-L
9
⁄16"
(14.3)

Metal Grating

PrimeAngle

21⁄2"
(63.5)

8"
(203.2)
2"
(50.8) 5"
(127.0)

1"
(25.4)
5
⁄8"
(15.9)

1"
(25.4)
5
⁄8"
(15.9)

3

⁄16" (4.8) Holes
13
⁄32" (10.3) Dia.

3

8"
(203.2)
2"
5" (50.8)
(127.0)

9
⁄16"
(14.3)

Design Uniform Load
(Channel Upright Listed)
A1000 200 Lbs (.89 kN)
A4000 130 Lbs (.58 kN)

21⁄2"
(63.5)

Safety Factor of 21»2

⁄16" (4.8) Holes
13
⁄32" (10.3) Dia.

Right

Material: 14 Gauge Steel.

Left
Wt/100 pcs: 56 Lbs (25.4 kg)

A2494 R-L
9
⁄16"
(14.3)

12"
2"
(304.8)
(50.8)
3"
3"
(76.2) (76.2)

Roofwalk

31⁄2"
(88.9)

2"
12"
(304.8) (50.8)
3"
3"
(76.2) (76.2)

3"
(76.2)
1"
(25.4)

3
13

⁄16" (4.8) Holes

⁄32" (10.3) Dia.

Right

5
⁄8"
(15.9)

3"
(76.2)

1"
(25.4)
5

⁄8"
(15.9)

3

9

⁄16"
(14.3)

31⁄2"
(88.9)

Design Uniform Load
(Channel Upright Listed)
A1000 200 Lbs (.89 kN)
A4000 130 Lbs (.58 kN)
Safety Factor of 21»2

⁄16" (4.8) Holes
13

⁄32" (10.3) Dia.

Left

Material: 14 Gauge Steel.

Index

Wt/100 pcs: 94 Lbs (42.6 kg)
Standard Dimensions for 11¼4" (31.8 mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 13»32" (10.3mm); Hole Spacing - From End: 5»8" (15.9 mm); Hole Spacing - On Center: 11»2" (38.1mm); Width: 11»4"(31.8mm); Thickness: 3»16" (4.8mm)

180

11⁄4" Framing System

13 16

⁄ " FRAMING SYSTEM
P6000 (19 Gauge) .............................................................183-184
P7000 (19 Gauge) .............................................................185-186
Channel Nuts, End Caps, and Closure Strips ......................... 187
Flat Plate Fittings .............................................................187-188
Ninety Degree Fittings............................................................ 188
Angular Fittings, Wing Shape Fittings ...........................189-190
“Z” Shape Fittings ................................................................... 189
“U” Shape Fittings ...........................................................189-190
Special Application Fittings .................................................... 190
Beam Clamps ........................................................................... 190
Tubing Clips ............................................................................. 190

MATERIAL

APPLICATION

Channels are accurately and carefully cold formed to size
from low-carbon strip steel.

A unique half-size reduction of the 15⁄8" channel width
series, this smaller channel size can be used to carry light
loads economically in applications such as instrumentation, retail displays and light-duty laboratory supports. It
also provides the flexibility found in all Unistrut® framing
systems.

STEEL: PLAIN
19 Gauge (1.0 mm) ASTM A1008

STEEL: PRE-GALVANIZED
19 Gauge (1.0 mm) ASTM A653 GR 33
All nuts are manufactured from mild steel bars conforming
to ASTM A1011 SS Grade 33.
Fittings are made from hot rolled, pickled and oiled steel
plate or strip and conform to ASTM A1011 SS GR 33.

DESIGN BOLT TORQUE
BOLT SIZE

1/4"-20

Rec. Torque
)W/EV1‡P

6
(8)

Max Torque
)W/EV1‡P

7
(9)

FINISHES
Channels are available in: Perma-Green III (GR),
electro-galvanized (EG), Pre-galvanized (PG), conforming to
ASTM A653 GR 33 and plain (PL).
Nuts are available in plain or electro-galvanized (EG) finish.
Fittings are available in Perma-Green III, electrogalvanized
(EG) with zinc electrolytically to commercial standards
ASTM B653-G90 Type III SC1; or plain (PL).

STANDARD LENGTHS
P-6000 – 16 Feet (4.88m)
P-7000 – 10 Feet (3.05m)
Tolerances are +1⁄8" (3.2 PP) to +1⁄2" (12.7 PP) to allow for
cutting. Special lengths are available for a small cutting
charge with a tolerance of ±1⁄8" (3.2PP).

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

LOAD DATA
All beam and column load data pertains to carbon steel
and stainless steel channels. Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR
THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND
STEEL INSTITUTE USING ASD METHOD. Loads are based on
33 ksi steel cold formed to 42 ksi.
Type
of Load

Safety Factor
to Yield Strength

Safety Factor
to Ultimate Strength

Beam Loads

1.67

2.0

Column Load

1.80

2.2

181

⁄ " Framing System Pictorial Index

13 16

P7000 Series

x 13⁄16"
19 Ga.

13⁄16"

x 13⁄32"
19 Ga.

13⁄16"

P6000 - Pg 183

P6001 - Pg 183

P6001 A - Pg 184

P6001 B - Pg 184

P6001 C - Pg 184

13¼16"

Channel Nuts & Closures

P7000 - Pg 185

P7001 - Pg 185

Series Fittings

13 16

¼ " System

11¼4" System

P6000 Series

P7006-0832 - Pg 187

P6280 - Pg 187

P6066 - Pg 187

P7280 - Pg 187

P6356 A - Pg 187

P6358 A - Pg 187

P6065 - Pg 187

P6925 - Pg 187

P6036 - Pg 187

P6380 A - Pg 187

P6031 - Pg 188

P6028 - Pg 188

P6026 - Pg 188

P6068 - Pg 188

P6281 - Pg 188

P6069 - Pg 188

P6458 - Pg 188

P6325 - Pg 188

P6357 - Pg 188

P6359-Pg 188

P6579-Pg 188

P7235-Pg 188

P6887-Pg 188

P6045-Pg 189

P6186-Pg 189

P6453-Pg 189

P6047-Pg 189

P6455-Pg 190

P6973-Pg 190

P7045-Pg 189

P6962 - Pg 187

P6062 - Pg 187

P7324 - Pg 187

P6454-Pg 189

P6067 - Pg 187

P6184P - Pg 187

P6726 A - Pg 187

P6924 - Pg 187

P6334 - Pg 187

P7325 - Pg 187

P6380 - Pg 187

P6326 - Pg 188

P6346 - Pg 188

P6331-Pg 188

P6332-Pg 189

P6546-Pg 189

P6737-Pg 189

P6048-Pg 189

P6376-Pg 189

P7376-Pg 189

P6349-Pg 190

P6353-Pg 190

P6127-Pg 190

P6386-Pg 190

P6376 A-Pg 189

P7376 A-Pg 189

P6377-Pg 189

P6379 S-Pg 190

P6805-Pg 190

P7008-Pg 190

P7377-Pg 189

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

P6006-0832 - Pg 187

182

⁄ " Framing System

13 16

P6000 & P6001 Channel
P6000

PG

.463"

1 ⁄ 8"

11.8
1
8.9

20.6

1

.350"

⁄16"

5

13

1

⁄16"

2

2

Wt/100 Ft: 36 Lbs (54 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

Wt/100 Ft: 73 Lbs (108 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

P6000 - BEAM LOADING

P6001 - BEAM LOADING
Uniform Loading at Deflection

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

18
24
30
36
42
48
54
60
66
72

230
170
140
110
100
80
80
70
60
60

0.06
0.11
0.18
0.24
0.35
0.42
0.60
0.72
0.82
1.06

230
170
130
90
70
50
40
30
30
20

230
150
100
70
50
40
30
20
20
20

180
100
70
50
30
30
20
20
10
10

P6000 - COLUMN LOADING

Unbraced
Height
In
18
24
30
36
42
48
54
60
66
72

Maximum
Allowable
Load
at Slot Face
Lbs
600
490
420
340
300
260
240
210
210
180

1

20.6

2

2

20.6
41.3

¼ " System

⁄16"

13

11¼4" System

2.4

20.6

13 16

⁄16"

4.8

Uniform Loading at Deflection

Span
In

Max
Allowable
Uniform Load
Lbs

Defl. at
Uniform
Load
In

Span/180
Lbs

Span/240
Lbs

Span/360
Lbs

18
24
30
36
42
48
54
60
66
72

620
460
370
310
270
230
210
190
170
150

0.04
0.06
0.10
0.14
0.20
0.25
0.32
0.40
0.48
0.55

620
460
370
310
270
230
190
160
130
110

620
460
370
310
240
180
150
120
100
80

620
460
320
220
160
120
100
80
70
50

Fiberglass System

⁄32"

4.8

Special Metals

13

3

3

⁄16"

P6001 - COLUMN LOADING
Maximum Column Load Applied at C.G.
K = 0.65
Lbs
1,660
1,300
990
770
630
540
470
410
370
340

K = 0.80
Lbs
1,400
1,010
740
590
490
420
370
330
300
270

K =1.0
Lbs
1,100
740
560
450
380
330
290
**
**
**

K = 1.2
Lbs
860
590
450
370
310
270
**
**
**
**

Unbraced
Height
In
18
24
30
36
42
48
54
60
66
72

Maximum
Allowable
Load
at Slot Face
Lbs
1,210
1,170
1,130
1,070
1,020
900
820
700
700
550

Maximum Column Load Applied at C.G.
K = 0.65
Lbs
4,320
3,980
3,650
3,370
3,140
2,930
2,550
2,180
1,830
1,530

K = 0.80
Lbs
4,080
3,680
3,330
3,060
2,690
2,230
1,800
1,460
1,210
1,010

K =1.0
Lbs
3,770
3,330
3,000
2,460
1,900
1,460
1,150
930
770
**

K = 1.2
Lbs
3,500
3,060
2,460
1,800
1,320
1,010
800
**
**
**

P6000 & P6001 - ELEMENTS OF SECTION
Parameter
Area of Section

P6000

P6001

0.107

In2

0.213

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.009
0.020
0.295

In4
In3
In

0.045
0.055
0.460

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.012
0.029
0.333

In4
In3
In

0.024
0.058
0.333

In4
In3
In

Axis 1-1

Axis 2-2

⁄ " Framing System

13 16

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
186 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

183

PrimeAngle

⁄16"

⁄16"

13

20.6
11.1

Metal Grating

3

⁄16"

Roofwalk

7

P6001

Index

13

P6000 & P6001 Channel

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

P6000 - BEAM LOADING (METRIC)
Max
Allowable
Uniform Load
kN
1.5
1.0
0.8
0.6
0.4
0.4
0.3
0.3

Span
PP
300
450
600
750
1,000
1,250
1,500
1,750

Defl. at
Uniform
Load
PP
1
2
3
4
7
11
17
24

P6001 - BEAM LOADING (METRIC)
Uniform Loading at Deflection
Span/180
kN
1.5
1.0
0.8
0.6
0.4
0.2
0.1
0.1

Roofwalk

Span/360
kN
1.5
0.8
0.5
0.3
0.2
0.1
0.1
0.0

P6000 - COLUMN LOADING (METRIC)

Unbraced
Height
PP
300
450
600
750
1,000
1,250
1,500
1,750

Maximum
Allowable
Load
at Slot Face
kN
3.1
2.7
2.2
1.8
1.4
1.1
0.9
0.8

Span
PP
300
450
600
750
1,000
1,250
1,500
1,750
2,000

Maximum Column Load Applied at C.G.
K = 0.65
kN
9.2
7.5
5.9
4.5
3.0
2.3
1.9
1.6

Defl. at
Uniform
Load
PP
0
1
2
2
4
7
10
13
17

Uniform Loading at Deflection
Span/180
kN
2.9*
2.8
2.1
1.7
1.2
1.0
0.7
0.5
0.4

Span/240
kN
2.9*
2.8
2.1
1.7
1.2
0.8
0.5
0.4
0.3

Span/360
kN
2.9*
2.8
2.1
1.5
0.8
0.5
0.4
0.3
0.2

P6001 - COLUMN LOADING (METRIC)

K = 0.80
kN
8.4
6.3
4.6
3.4
2.4
1.8
1.5
1.2

K =1.0
kN
7.3
5.0
3.4
2.5
1.8
1.4
1.2
**

K = 1.2
kN
6.3
3.9
2.7
2.0
1.5
1.2
**
**

Unbraced
Height
PP
300
450
600
750
1,000
1,250
1,500
1,750
2,000

Maximum
Allowable
Load
at Slot Face
kN
5.5
5.4
5.2
5.0
4.6
3.9
3.2
2.6
2.2

Maximum Column Load Applied at C.G.
K = 0.65
kgN
20.7
19.3
17.8
16.4
14.4
12.7
9.9
7.5
5.7

K = 0.80
kN
20.1
18.2
16.5
14.9
12.9
9.5
6.7
4.9
3.8

K =1.0
kN
19.2
16.9
14.9
13.5
9.5
6.2
4.3
**
**

K = 1.2
kN
18.2
15.7
13.7
11.2
6.7
4.3
**
**
**

P6000 & P6001 - ELEMENTS OF SECTION (METRIC)
Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)
Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P6001A
13
⁄16" 13⁄16"
(20.6) (20.6)

Index

Span/240
kN
1.5
1.0
0.7
0.4
0.3
0.2
0.1
0.1

Max
Allowable
Uniform Load
kN
2.9*
2.8
2.1
1.7
1.2
1.0
0.8
0.7
0.6

1 5⁄8"
(41.3)
13
⁄16"
(20.6)

Wt/100 Ft: 73 Lbs (108 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

184

P6000
0.69
cm2

P6001
1.38
cm2

0.39
0.33
0.75

cm4
cm3
cm

1.88
0.91
1.17

cm4
cm3
cm

0.49
0.48
0.85

cm4
cm3
cm

0.99
0.96
0.85

cm4
cm3
cm

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
186 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

P6001B
13
⁄16" 13⁄16"
(20.6) (20.6)

1 5⁄ 8"
(41.3)
13
⁄16"
(20.6)

Wt/100 Ft: 73 Lbs (108 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

P6001C
13
⁄16" 13⁄16"
(20.6) (20.6)

1 5⁄8"
(41.3)
13
⁄16"
(20.6)

Wt/100 Ft: 73 Lbs (108 kg/100 m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

⁄ " Framing System

13 16

P7000 & P7001 Channels

13
3

7

⁄16"

⁄16"

20.6

⁄16"

3

3

⁄32"

11¼4" System

PG PL

P7000

⁄16"

4.8

.243"

11.1
2.4

13

⁄32" 1

4.8
6.2

10.3 1
.163"

2

2

4.1

¼ " System

Wt/100 Ft: 25 Lbs (38 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

13 16

P7001

13

⁄16"

13
13

Wt/100 Ft: 50 Lbs (75 kg/100m)
$OORZDEOH0RPHQW,Q/EV1‡P
19 Gauge Nominal Thickness .040" (1.0 PP)

Uniform Loading at Deflection

⁄32"

10.3

1

10.3

Span/240

Span/360

Lbs

Lbs

Lbs

18
24
30
36

80
60
50
40

0.12
0.22
0.36
0.50

60
40
20
20

50
30
20
10

30
20
10
10

Span
In

Defl. at
Uniform
Load
In

Span/180

Span/240

Span/360

Lbs

Lbs

Lbs

18
24

200
150

0.07
0.12

200
150

200
120

140
80

30

120

0.19

100

80

50

36

100

0.28

70

50

40

42
48

90
80

0.40
0.53

50
40

40
30

30
20

K = 0.80
Lbs
990
640
410
280

K =1.0
Lbs
720
410
**
**

K = 1.2
Lbs
510
280
**
**

P7000 & P7001 - ELEMENTS OF SECTION
Parameter
Area of Section

P7000

P7001

0.074

In2

0.148

In2

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.002
0.007
0.150

In4
In3
In

0.007
0.018
0.222

In4
In3
In

Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

0.007
0.017
0.307

In4
In3
In

0.014
0.034
0.307

In4
In3
In

Axis 1-1

Axis 2-2

Unbraced
Height
In
18
24
30
36
42
48

K = 0.65
Lbs
2,930
2,570
2,180
1,780
1,400
1,070

K = 0.80
Lbs
2,690
2,210
1,720
1,260
920
710

K =1.0
Lbs
2,330
1,720
1,160
800
590
**

K = 1.2
Lbs
1,960
1,260
800
560
**
**

54

360

850

560

**

**

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page
186 for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

185

Metal Grating

K = 0.65
Lbs
1,200
900
620
430

Maximum Column Load Applied at C.G.

Maximum
Allowable
Load
at Slot Face
Lbs
790
740
680
580
500
420

Roofwalk

Maximum Column Load Applied at C.G.

PrimeAngle

P7001 - COLUMN LOADING

Index

P7000 - COLUMN LOADING

Uniform Loading at Deflection

Max
Allowable
Uniform Load
Lbs

Special Metals

Span
In

Span/180

⁄ " Framing System

20.6

1

P7001 - BEAM LOADING
Defl. at
Uniform
Load
In

13 16

⁄32"

2

Max
Allowable
Uniform Load
Lbs

Unbraced
Height
In
18
24
30
36

20.6

2

P7000 - BEAM LOADING

Maximum
Allowable
Load
at Slot Face
Lbs
420
330
260
200

⁄16"

Fiberglass System

13

P7000 & P7001 Channel

300
450
600
750
1,000
1,250
1,500

P7001 - BEAM LOADING (METRIC)

Defl. at
Uniform
Load
mm
1
3
5
9
16
24
28

Max
Allowable
Uniform Load
kN
0.5
0.4
0.3
0.2
0.2
0.1
0.1

Span
mm

Uniform Loading at Deflection
Span/180
kN
0.5
0.3
0.2
0.1
0.0
0.0
0.0

Span/240
kN
0.5
0.2
0.1
0.1
0.0
0.0
NR

Unbraced
Height
mm

Maximum
Allowable
Load
at Slot Face
kN

Span
mm

Span/360
kN
0.4
0.1
0.1
0.0
0.0
NR
NR

P7000 - COLUMN LOADING (METRIC)

300
450
600
750
1,000
1,250
1,500

Uniform Loading at Deflection

Defl. at
Uniform
Load
mm
1
2
3
5
8
13
19

Span/180
kN
1.4
0.9
0.7
0.5
0.3
0.2
0.1

Span/240
kN
1.4
0.9
0.5
0.4
0.2
0.1
0.1

Span/360
kN
1.4
0.7
0.4
0.2
0.1
0.1
NR

K = 0.65
kN

K = 0.80
kN

K =1.0
kN

K = 1.2
kN

300

2.1

6.4

6.0

5.3

4.5

1.9

5.4

4.5

3.3

2.3

600

1.5

4.1

2.9

1.9

1.3

750

1.2

2.8

1.9

1.2

**

Parameter
Area of Section
Axis 1-1
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

P7000
0.48
cm2

P7001
0.96
cm2

0.07
0.11
0.38

cm4
cm3
cm

0.31
0.30
0.57

cm4
cm3
cm

0.29
0.28
0.78

cm4
cm3
cm

0.58
0.56
0.78

cm4
cm3
cm

Axis 2-2
Moment of Inertia (I)
Section Modulus (S)
Radius of Gyration (r)

Maximum Column Load Applied at C.G.

Unbraced
Height
mm
300
450
600
750
1,000

Maximum
Allowable
Load
at Slot Face
kN
3.6
3.5
3.3
3.0
2.4

K = 0.65
kN
14.0
13.1
11.6
9.8
6.9

K = 0.80
kN
13.6
12.1
10.0
7.8
4.7

K =1.0
kN
13.0
10.5
7.8
5.3
3.0

K = 1.2
kN
12.1
8.9
5.8
3.7
**

1,250

1.8

4.5

3.0

**

**

Maximum Column Load Applied at C.G.

450

Notes:
* Load limited by spot weld shear.


./ » U !
NR = Not Recommended.
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or
w lbs/in).
2. Beam loads are based on a simple span and assumed to be adequately laterally
braced. Unbraced spans can reduce beam load carrying capacity. Refer to table
below for reduction factors for unbraced lengths.
3. Deduct channel weight from the beam loads.
4. For concentrated midspan point loads, multiply beam loads by 50% and the
corresponding deflection by 80%. For other load conditions refer to page 18.
5. All beam loads are for bending about Axis 1-1.

BEARING LOADS ON UNISTRUT CHANNEL
Loads are
calculated
based on 2001
Specification For
The Design Of
Cold Formed Steel
Structural Members published
by AISI

Max
Allowable
Uniform Load
kN
1.4
0.9
0.7
0.5
0.4
0.3
0.3

P7001 - COLUMN LOADING (METRIC)

P7000 & P7001 - ELEMENTS OF SECTION (METRIC)

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

P7000 - BEAM LOADING (METRIC)

LATERAL BRACING LOAD REDUCTION CHARTS
LOAD

LOAD

LOAD

Channel

Bearing Length
13
¼16PP
Maximum Allowable
Loads - Lbs (kN)

Bearing Length
13
¼16PP
Maximum Allowable
Loads - Lbs (kN)

Bearing Length
15¼8PP
Maximum Allowable
Loads - Lbs (kN)

P6000

1,000 (4.45)

500 (2.22)

1,200 (5.34)

P7000

1,000 (4.45)

500 (2.22)

1,200 (5.34)

Span

Single
Channel

Double
Channel

In. (cm)

P6000

P7000

P6001 P7001

24 (61)

0.80

0.95

0.99

1.00

36 (91)

0.63

0.90

0.89

0.93

48 (122)

0.52

0.87

0.79

0.86

60 (152)

0.45

0.83

0.70

0.80

72 (183)

0.40

0.80

0.60

0.73

84 (213)

0.37

0.76

0.51

0.67

96 (244)

0.34

0.73

0.44

0.60

MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS

Index

Nut Size/
Thread
» "-20

14

186

Max. Allowable
Pull-Out Lbs (kN)
250
1.11

Resistance
to Slip Lbs (kN)
150
0.67

Torque
)W/EV1‡P
6
8

⁄ " Framing System

13 16

Channel Nuts, Caps, Closures, and Flat Plate Fittings
P6184 P - CLOSURE STRIP

1

Material: .060" (1.5)

11¼4" System

P6006-0832 THRU P6006-1420 P7006-0832 THRU P7006-1420 P6280 - END CAP FOR P6000
EG CHANNEL NUT W/SPRING
EG
CHANNEL NUT W/SPRING

⁄16"

(1.6)

Wt/100 pcs: 3 Lbs (1.4 kg)

P6062

Thread
Size In
#8 - 36
#8 - 32
#10 - 32
#10 - 24
1»4"- 20

Part
Number
P7006-0836
P7006-0832
P7006-1032
P7006-1024
P7006-1420

Wt/100 pcs
Lbs (kg)
1 (0.5)
1 (0.5)
1 (0.5)
1 (0.5)
1 (0.5)

P6065

Material: .048" (1.2)
Wt/100 pcs: 1 Lbs (0.5 kg)

Wt/100 Ft: 4 Lbs (6.0 kg/100m)

P7325
1 5⁄ 8"

1 7⁄ 8"

13⁄16"

(17.9)

Material: PVC, Plastic.
Standard Length: 10 Feet (3.05 m).

P6924
(41.3)

(47.6)

(20.6)

.706"

P7280 - END CAP FOR P7000

¼ " System

Wt/100 pcs
Lbs (kg)
1 (0.5)
1 (0.5)
1 (0.5)
1 (0.5)
1 (0.5)

13 16

Thread
Size In
#8 - 36
#8 - 32
#10 - 32
#10 - 24
1»4"- 20

13

Fiberglass System

Part
Number
P6006-0836
P6006-0832
P6006-1032
P6006-1024
P6006-1420

2 11⁄16"

⁄16"

(68.3)

(20.6)

1 7⁄ 8"

(47.6)

Wt/100 pcs: 2 Lbs (0.9 kg)

P7324

Wt/100 pcs: 5 Lbs (2.3 kg)

P6925

Wt/100 pcs: 5 Lbs (2.3 kg)

P6066
7

2 ⁄16"

Wt/100 pcs: 7 Lbs (3.2 kg)

P6067
2 15⁄16"

(61.9)

Special Metals

(74.6)
(101.6)

3 3 ⁄ 4"

(95.3)

1 7⁄ 8"

13

(47.6)
13

⁄16"

(20.6)

⁄16"

(20.6)

P6356A

Wt/100 pcs: 8 Lbs (3.6 kg)

P6358A

Wt/100 pcs: 11 Lbs (5.0 kg)

P6726A
2 15⁄16"

1 7⁄ 8"

(74.6)

2 15⁄16"

(47.6)

2 5⁄16"

(74.6)

1 7⁄ 8"

1 7⁄ 8"

2 5⁄16"

2 15⁄16"

(47.6)

(74.6)

(47.6)

Wt/100 pcs: 19 Lbs (8.6 kg)

P6334

Wt/100 pcs: 10 Lbs (4.5 kg)

P6380
7

1 ⁄8"

P6036

7

1 ⁄8"

1 ⁄8"

(47.6)

Wt/100 pcs: 11 Lbs (5.0 kg)

P6380A
2 15⁄16"

(47.6)

(74.6)

7

Wt/100 pcs: 22 Lbs (10.0 kg)

1 7⁄8"

2 15⁄16"

(47.6)

Wt/100 pcs: 15 Lbs (6.8 kg)

(74.6)

1 7⁄8"

(47.6)

(47.6)

Wt/100 pcs: 15 Lbs (6.8 kg)

Wt/100 pcs: 8 Lbs (3.6 kg)

Roofwalk

(58.7)

1 7⁄8"

(47.6)

Wt/100 pcs: 11 Lbs (5.0 kg)

Index

(58.7)

PrimeAngle

P6962

Wt/100 pcs: 7 Lbs (3.2 kg)

Metal Grating

Wt/100 pcs: 10 Lbs (4.5 kg)

Standard Dimensions for 13¼16" (20.6mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 9¼32" (7.1mm); Hole Spacing - From End: 13¼32" (10.3mm); Hole Spacing - On Center: 11¼16" (27.0mm); Width: 13¼16"(20.6mm); Thickness: 1¼8" (3.2mm)

⁄ " Framing System

13 16

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

187

Flat and 90° Fittings

11¼4" System

P6031

P6028

P6026

2 15⁄16"

P6068

2 15⁄16"

(74.6)

1 7⁄ 8"

1 1⁄8"

(74.6)

13

(28.6)

⁄16"
(23.8)

(47.6)

⁄16"

(20.6)

15

1 1⁄4"

(31.8)

2 15⁄16"

Fiberglass System

13 16

¼ " System

(74.6)

Wt/100 pcs: 11 Lbs (5.0 kg)

P6281 , P6282, P6283

P6069

Wt/100 pcs: 5 Lbs (2.3 kg)

P6326

Wt/100 pcs: 5 Lbs (2.3 kg)

P6346

A
15

⁄16"

(23.8)

27

1 1⁄8"

Part
Number
P6281
P6282
P6283

Special Metals

Wt/100 pcs: 14 Lbs (6.4 kg)

A
In PP
2
50.8
2 1» 2
63.5
3
76.2

2"

(50.8)

P6458

2 3⁄16"

2 5⁄16"

(55.6)

Wt/100 pcs: 8 Lbs (3.6 kg)

Wt/100 pcs: 8 Lbs (3.6 kg)

(58.7)

Wt/100 pcs: 8 Lbs (3.6 kg)

P6325

P6357

P6359

1 7⁄8"

1 7⁄8"
(47.6)

⁄16"

(23.8)

(21.4)

(28.6)

Wt/100 pcs
Lbs (kg)
8
3.6
9
4.1
10
4.5

15

⁄32"

1 7⁄8"

1 7⁄8"

(47.6)

(47.6)

PrimeAngle

(47.6)

(58.7)

1 1⁄4"

27

(58.7)

(21.4)

Wt/100 pcs: 11 Lbs (5.0 kg)

P6579

1 7⁄ 8 "
(47.6)

P7235

1 7⁄ 8"

1 7⁄8"

(47.6)

(47.6)

Wt/100 pcs: 10 Lbs (4.5 kg)

P6887

15

1 7⁄8"

(47.6)

5

2 ⁄16"
(58.7)

⁄16"

(23.8)

Wt/100 pcs: 15 Lbs (6.8 kg)

P6331

1 31⁄32"
(50.0)

1 7⁄8"

1 31⁄32"

(47.6)

(50.0)

2"

(50.8)

1 1⁄ 4 "

2 5⁄16"

27

(58.7)

⁄32"

(21.4)

(31.8)

Wt/100 pcs: 15 Lbs (6.8 kg)

Index

Roofwalk

2 5⁄16"

(31.8)

⁄32"

(31.8)

Wt/100 pcs: 8 Lbs (3.6 kg)

Metal Grating

1 1⁄4"

2 5⁄16"

Wt/100 pcs: 18 Lbs (8.2 kg)

Wt/100 pcs: 28 Lbs (12.7 kg)

Wt/100 pcs: 19 Lbs (8.6 kg)

Standard Dimensions for 13¼16" (20.6mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 9¼32" (7.1mm); Hole Spacing - From End: 13¼32" (10.3mm); Hole Spacing - On Center: 11¼16" (27.0mm); Width: 13¼16"(20.6mm); Thickness: 1¼8" (3.2mm)

188

⁄ " Framing System

13 16

Angle, "Z", and "U" Shape Fittings
P6045

1 7⁄8"

45°

(47.6)

P6000

(46.0)

2 5⁄16"

23

1 ⁄32"

⁄32" (58.7)
(21.4)

(43.7)

13

⁄16"

(20.6)

1 1⁄16"

3

1 ⁄16"

P6454

1 1⁄ 4"

(27.0)

(30.2)

Wt/100 pcs: 19 Lbs (8.6 kg)

45°

1 13⁄16"

Wt/100 pcs: 8 Lbs (3.6 kg)

P7045

(31.8)

Wt/100 pcs: 7 Lbs (3.2 kg)

¼ " System

27

P6186

11¼4" System

P6546

Wt/100 pcs: 8 Lbs (3.6 kg)

P6453

13 16

P6332

P6047, P7047

P7000

P6001

1

⁄ 8"

⁄32"

13

⁄32"

15

P6737

Wt/100 pcs: 6 Lbs (2.7 kg)

P6048

Wt/100 pcs: 9 Lbs (4.1 kg)

P6376

2 23⁄32"
P6000

⁄32"

3 3⁄4"

Wt/100
A
pcs
Use with
In PP Lbs (kg) Channel
13»16
12
P6047
P6000
20.6
5.4
13
»32
10
P7047
P7000
10.3
4.5
Part
No.

P7376

13

(69.1)
27

⁄16"

(23.8)

(10.3)

(10.3)

Wt/100 pcs: 5 Lbs (2.3 kg)

P7000

(41.3)
13

(46.8)

A

1 5⁄8"

(3.2)

1 27⁄32"

⁄32"

(21.4)

⁄16"

(20.6)

13

Special Metals

27

1 7⁄ 8"

(47.6)

Fiberglass System

2 15⁄16"
(74.6)

⁄32"

(10.3)

(95.3)

(21.4)
(47.6)

(47.6)

2 3⁄16"

PrimeAngle

(41.3)

1 7⁄8"

1 7⁄8"

1 5⁄ 8"
3

(55.6)

⁄ 4"

(19.1)

P7000

P6000

P6001

Wt/100 pcs: 14 Lbs (6.4 kg)

P7376A

13

⁄16"

13

(20.6)

⁄32"

Wt/100 pcs: 11 Lbs (5.0 kg)

P7377

P6377
⁄16"

13

(20.6)

⁄32"

(10.3)

(10.3)

(74.6)

(74.6)

4"

4"

(101.6)

(101.6)

P6000

P7000

P7000

P6000

Wt/100 pcs: 26 Lbs (11.8 kg)

Wt/100 pcs: 16 Lbs (7.3 kg)

Wt/100 pcs: 36 Lbs (16.3 kg)

Roofwalk

2 15⁄16"

2 15⁄16"

Wt/100 pcs: 24 Lbs (10.9 kg)

Index

13

Wt/100 pcs: 17 Lbs (7.7 kg)

Metal Grating

Wt/100 pcs: 16 Lbs (7.3 kg)

P6376A

Standard Dimensions for ¼ " (20.6mm) width series channel fittings (Unless Otherwise Shown on Drawing)
13 16

Hole Diameter: 9¼32" (7.1mm); Hole Spacing - From End: 13¼32" (10.3mm); Hole Spacing - On Center: 11¼16" (27.0mm); Width: 13¼16"(20.6mm); Thickness: 1¼8" (3.2mm)

⁄ " Framing System

13 16

189

“U” Shape Fittings, Beam Clamps, Slides, Brackets, and Tubing Clips
P6973

11¼4" System

P6455

P6349

13
1

⁄8"

ACETAL SLIDE

1 1⁄ 4"

⁄32"

(3.2)

1 1⁄ 4"

2 ⁄8"

¼ " System

⁄16"

13

⁄16"

3⁄16"

⁄32"

(4.8) Dia.
5⁄16"

⁄16"

3

(7.9)

(20.6)

(20.6)

7

27

⁄32"

⁄16" (4.8) Dia.

(21.4)

(73.0)

Wt/100 pcs: 8 Lbs (3.6 kg)

Wt/100 pcs: 1 Lbs (0.5 kg)

Wt/100 pcs: 8 Lbs (3.6 kg)

P6127 - P6129

Fiberglass System

13 16

13

11

(31.8) (17.5)

(31.8)
13

Special Metals

ACETAL SLIDE

(10.3)

(10.3)

BRACKET

Part
No.

A
C

C

Uniform
Design
Load
Lbs (kN)
150
0.67
150
0.67
130.0
0.58

P6127

1 1⁄ 8"

B

(28.6)

P6000

P6128
P6129

P6379 S

Wt/100
“C”
pcs
In PP
Lbs (kg)
2 1» 2
30
63.5
13.6
3 1» 2
40
88.9
18.1
4 1» 2
50
114.3
22.7
Safety Factor 21»2
Wt/100 pcs: 4 Lbs (1.8 kg)

“A”
In PP
6 1» 2
165.1
8 1» 2
215.9
101»2
266.7

BEAM CLAMP

Use in pairs.

5

“B”
In PP
2 1» 2
63.5
3 1» 4
82.6
4
101.6

P6805

THRU

Wt/100 pcs: 1 Lbs (0.5 kg)

P6386

BEAM CLAMP

1⁄4"

9⁄32"

(6.4)

(7.1) Dia.

Requires 1⁄4" x 3⁄4"

(6.4) x (19.1)

7⁄8"

1⁄8"

(22.2)

(3.2)

Machine Screw
and Channel Nut
Not Included

Use in pairs.

P6810

TUBING CLIPS

⁄16" (7.9) - 18 X 11⁄2"

Set Screw Included
13

⁄16"

(20.6)
1

⁄4"

9
⁄32"
(7.1) Dia.

(6.4)

1 7⁄8"
(47.6)

Requires 1⁄4" x 3⁄4"
(6.4) x (19.1) Machine
Screw and Channel Nut
Not Included

13
⁄16"
(20.6)

Wt/100 pcs: 13 Lbs (5.9 kg)

P7008

THRU

P7020

P7000

P7008
P7009

9⁄32"

(7.1)
Dia. Hole

P7010

Roofwalk

P7012
P7014
P7016
P7018
P7020

Index

Size A

C

Size B

13
⁄32"
(10.3)

TUBING CLIPS
Part
Number

Metal Grating

PrimeAngle

P6353

O.D. Tube
Size “A”
In PP
1» 4
6.4
5»16
7.9
3» 8
9.5
1» 2
12.7
5» 8
15.9
3
»4
19.1
7» 8
22.2
1
25.4

Wt/100 pcs
Lbs (kg)
1
0.45
1
0.45
2
0.91
2
0.91
3
1.4
4
1.8
5
2.3
5
2.3

Material: 16 Gauge (1.5)

Part
Number
P6805
P6806
P6807
P6808
P6809
P6810

O.D. Tube
Size “A”
In PP
1» 4
6.4
3
»8
9.5
1» 2
12.7
1» 4
6.4
1» 4
6.4
3» 8
9.5

O.D. Tube
Size “B”
In PP
1»4
6.4
3»8
9.5
1»2
12.7
3
»8
9.5
1»2
12.7
1»2
12.7

“C”
In PP
3»4
19.1
1
25.4
11»4
31.8
7
»8
22.2
1
25.4
11»8
28.6

Wt/100 pcs
Lbs (kg)
1
0.5
2
0.9
3
1.4
2
0.9
2
0.9
3
1.4

Standard Dimensions for 13¼16" (20.6mm) width series channel fittings (Unless Otherwise Shown on Drawing)
Hole Diameter: 9¼32" (7.1mm); Hole Spacing - From End: 13¼32" (10.3mm); Hole Spacing - On Center: 11¼16" (27.0mm); Width: 13¼16"(20.6mm); Thickness: 1¼8" (3.2mm)

190

⁄ " Framing System

13 16

FIBERGLASS SYSTEMS
Heavy Duty Channel (Flange Profile) .................................... 193
Light Duty Channel (Flange Profile) ...................................... 194
Heavy Duty Channel (SST Profile).......................................... 195
Nuts & Hardware ...........................................................196 - 198
Fittings ............................................................................199 - 200
Pipe Clamps ............................................................................. 201
Clevis Hangers and Channel Inserts ...................................... 202
Beam Clamps ........................................................................... 203
Power Rack Stanchions .......................................................... 203
Chemical Compatibility .................................................204 - 205
Specifications .......................................................................... 206

POLYESTER AND VINYL ESTER MATERIALS

OPERATING ENVIRONMENT

Polyester and vinyl ester channels are manufactured from
the pultrusion process and are color coded gray and beige
respectively. Components are made by reinforcing a polymer resin (polyester or vinyl ester) with multiple strands of
glass filament, alternating layers of glass mat and U.V. resistant surfacing veils. The glass is drawn through the liquid
resin, which coats and saturates the fibers. The combination of resin, glass and veil is then continuously guided and
pulled (pultruded) through a heated die that determines
the shape of the component.

Temperature Ranges – Fiberglass parts are supplied in five
different materials covering distinct temperature ranges.
The temperature ranges indicated are meant to be used
only as a general guideline. Continual exposure to elevated
temperatures reduces the strength properties of plastics
and glass-reinforced fiberglass. Actual resin test data
confirms that a 50% reduction in strength occurs at the
extreme high temperature levels.

In the die, the resin is cured to form a reinforced part
which can be cut to length. The hardened fiberglass
pultrusion is reinforced with an internal arrangement of
permanently bonded continuous glass fibers to increase its
strength.

INSTALLATION
Fabrication requires just three simple operations: cutting,
drilling and sealing as described below.
Cutting – Hand held saws, such as hack saws (24 to 32
teeth per inch) are suitable when a few cuts are required.
For frequent cutting, a circular power saw with a carbidetipped masonry blade yields the best results. When using a
power saw, dust filter masks, gloves and long sleeve clothing should be worn.
Drilling – Any standard twist bit, even when used with battery-powered drills will work well. Carbide-tipped drill bits
are recommended.

Chemical Resistance – See the chart on page 204-205
for corrosion resistance. The results are based upon
immersion for a 24 hour period. This is typically the “worst
case” exposure to corrosion. Less severe contact such
as spills, splashes and vapor condensate will exceed the
performance results listed in the table.
Loading – Channel loading is defined with description of
each type of channel. Additional loading and design
limitations for fittings and accessories are described in the
appropriate section for that part.
Material Temperature Ratings
Material
Code
E - (Rigid PVC)
P - (Poly/Glass)
V - (Vinyl/Glass)
PU - (Poly)
N - (Nylon)

Low
Temp.
-25°F (-31°C)
-35°F (-37°C)
-35°F (-37°C)
-40°F (-40°C)
-20°F (-29°C)

High
Temp.
130°F (54°C)
200°F (93°C)
200°F (93°C)
140°F (60°C)
150°F (66°C)

Sealing – To protect against future migration of corrosive
elements into the cut sections, all cuts and holes should be
properly sealed with clear urethane sealer.

191

Fiberglass Pictorial Index

Fiberglass System

Heavy Duty
Aickinstrut
Flange Profile
15⁄8" x 15⁄8"

Aickinstrut
Flange
Unistrut fiberglass channels,
except the SST series,
incorporate the Aickinstrut flange design which
provides reliable fastening and interlocking of
components and accessories.
It is important to note that standard metal framing
components such as pipe clamps and strut nuts
will not work with the flange design.

Light Duty
Aickinstrut
Flange Profile
11⁄2" x 11⁄8"

20P/V-2300-Pg 193

20P/V-1000-Pg 194

20P/V-1100-Pg 194

20P/V-1200-Pg 194

20P/V-1300-Pg 194

Heavy Duty-Pg 196

Hex Flange
Bolt-Pg 196

Hex BoltPg 197

Hex Flange
Nut-Pg 197

Special Metals
PrimeAngle
Metal Grating

20P/V-2200-Pg 193

The Unistrut SST
20P/V-2000 SST-Pg 195
20P/V-2100 SST-Pg 195
20P/V-2200 SST-Pg 195
profile is similar
to the profile of
Hardware & Accessories
standard metal channel. The Unistrut SST profile will accommodate standard 15⁄8" metal channel fittings
and components. This profile is available in polyester or vinyl ester resin. The Unistrut SST profile is not
compatible with the fiberglass pipe clamps and channel nuts shown in this section. Typically, stainless
steel clamps and strut nuts (listed elsewhere in this catalog) are used with this profile.

Hex Nut Pg 197

Flat WasherPg 197

Spacer Pg 197

20P/V-2300 SST-Pg 195

Standard Duty-Pg 196

Saddle Clip-Pg 196

Threaded RodPg 198

Rod Coupler-Pg 198

Fittings

End Cap-Pg 198 Capping Strip-Pg 198 U-Bolt-Pg 198

Roofwalk

20P/V-2100-Pg 193

Heavy Duty
SST Profile
15⁄8" x 15⁄8"

SST
Flange

Stop LockPg 196

Index

20P/V-2000-Pg 193

Channel - SST Profile

13 16

¼ " System

11¼4" System

Channel - Aickinstrut Flange Profile

20P/V-2500-Pg 199

20P/V-2512-Pg 199

20P/V-2514-Pg 199

20P/V-2516-Pg 199

20P/V-2528-Pg 200

20P/V-2530-Pg 200

20P/V-2534-Pg 200

20P/V-2502-Pg 199

20P/V-2518-Pg 199

20P/V-2540-Pg 200

20P/V-2504-Pg 199

20P/V-2506-Pg 199

20P/V-2508-Pg 199

20P/V-2510-Pg 199

20P/V-2520-Pg 199

20P/V-2522-Pg 199

20P/V-2524-Pg 199

20P/V-2526-Pg 200

20PU-2538-Pg 200

20PU-2611-Pg 200

20PU-2613-Pg 200

50PU-1508
50PU-2008-Pg 200

Pipe Clamps, Beam Clamps and Stanchions

50PU-2045-Pg 200

Pipe Strap-Pg 201

192

50PU-2636-Pg 200

Fabricated Clevis
Hanger-Pg 202

50PU-2090-Pg 200

Molded Clevis
Hanger-Pg 202

50PU-2616-Pg 200

Channel Insert-Pg 202

20PU-5853
20PU-5855-Pg 200

Molded Beam
Clamp Assembly-Pg 203

20PU-5903
20PU-5095-Pg 200

Adj. Pipe Clamp-Pg 201

Molded
Beam Clamp-Pg 203

Rack Stanchion-Pg 203

Rigid Pipe Clamp-Pg 201

Fiberglass

F20P-2000, F20V-2000
HEAVY DUTY SINGLE CHANNEL - AICKINSTRUT FLANGE PROFILE

F20P-2100, F20V-2100
HEAVY DUTY BACK-TO-BACK CHANNEL - AICKINSTRUT FLANGE PROFILE
11⁄2"

15⁄8"

(41.3)

21⁄4"
15⁄8"

X

11¼4" System

Heavy Duty Channel - Aickinstrut flange Profile

X

(41.3)

Y

Wt/100 Ft: 164 Lbs (244 kg/100 m)

----------------- X - X Axis ----------------Weight
lbs./ft.
(kg/m)
0.82
1.2
1.64
2.4

Part
Number
F20P-2000,
F20V-2000
F20P-2100,
F20V-2100

Area
in2
(mm2
1.06
6.8
2.12
13.7

I
in4
(mm4
0.31
12.9
1.77
73.7

R
In (mm)
0.54
13.7
0.91
23.1

F20P-2200, F20V-2200

C1
In (mm)
0.7
17.8
1.63
41.4

C2
In (mm)
0.93
23.622
1.63
41.402

SLOTTED CHANNEL

Slots are 1" (25.4) x 7⁄16" (11.1)
2" (50.8) on Center
15⁄8"
(41.3)

--------- Y - Y Axis --------I
in4
(mm4
0.42
17.5
0.85
35.4

R
In (mm)
0.63
16.0
0.63
16.0

C
In (mm)
0.82
20.8
0.82
20.8

Part
Number
F20V-2000/2100
F20P-2000/2100

13 16

FLANGE LOADING
Pull-Out
Strength*
Lbs (kN)
449
2.0
360
1.6

FLANGE LOAD

*Values shown represent a 3:1 safety factor

F20P-2300, F20V-2300

W/CONCRETE INSERT

Special Metals

SECTION PROPERTIES

15⁄8"

1 5⁄ 8"

(41.3)

15⁄8"
⁄4" (41.3)
(6.4)
23⁄8"

(41.3)

Fiberglass System

Wt/100 Ft: 82 Lbs(122 kg/100 m)

¼ " System

Y

1

Span
In (mm)
12
304.8
18
457.2
24
609.6
30
762.0
36
914.4
48
1,219.2
60
1,524.0
72
1,828.8

Load
Lbs (kN)
3,561
15.8
2,374
10.6
1,781
7.9
1,424
6.3
1,187
5.3
890
4.0
712
3.2
594
2.6

Fiberglass

Deflection
In (mm)
0.102
2.6
0.23
5.8
0.41
10.4
0.64
16.3
0.922
23.4
1.638
41.6
2.56
65
3.686
93.6

Uniform Load at
Deflection of 1/360 Span
Load
Lbs (kN)
1,159
5.2
515
2.3
290
1.3
185
0.8
129
0.6
72
0.3
46
0.2
32
0.1

Deflection
In (mm)
0.033
0.8
0.05
1.3
0.067
1.7
0.083
2.1
0.1
2.5
0.133
3.4
0.167
4.2
0.2
5.1

Maximum
Column Load
Lbs (kN)
5,160
23.0
4,704
20.9
4,168
18.5
3,553
15.8
2,859
12.7
1,636
7.3
1,047
4.7
727
3.2

F20P-2100, F20V-21000
Max. Uniform
Beam Load
6DIHW\)DFWRU
Span
In (mm)
12
304.8
18
457.2
24
609.6
30
762.0
36
914.4
48
1,219.2
60
1,524.0
72
1,828.8

Load
Lbs (kN)
5,559
24.7
3,706
16.5
2,780
12.4
2,224
9.9
1,853
8.2
1,390
6.2
1,112
4.9
927
4.1

Deflection
In (mm)
0.028
0.7
0.064
1.6
0.113
2.9
0.177
4.5
0.254
6.5
0.452
11.5
0.707
18.0
1.018
25.9

CHANNEL BEAM/COLUMN LOADING
Uniform Load at
Deflection of 1/360 Span
Load
Lbs (kN)
5,559
24.7
2,914
13.0
1,639
7.3
1,049
4.7
730
3.2
410
1.8
262
1.2
182
0.8

Deflection
In (mm)
0.033
0.8
0.05
1.3
0.067
1.7
0.083
2.1
0.1
2.5
0.133
3.4
0.167
4.2
0.2
5.1

Maximum
Column
Load
Lbs (kN)
9,454
42.1
8,866
39.4
8,181
36.4
7,405
32.9
6,451
28.7
4,534
20.2
2,902
12.9
2,015
9.0

193

Metal Grating

Max. Uniform
Beam Load
6DIHW\)DFWRU

CHANNEL BEAM/COLUMN LOADING

Roofwalk

F20P-2000, F20V-2000

Wt/100 Ft: 88 Lbs (131 kg/100 m)

Index

Wt/100 Ft: 82 Lbs (122 kg/100 m)

PrimeAngle

(60.3)

11¼4" System

Light Duty Channel - Aickinstrut flange Profile
F20P-1000, F20V-1000
LIGHT DUTY SINGLE CHANNEL - AICKINSTRUT FLANGE PROFILE

F20P-1100, F20V-1100
LIGHT DUTY BACK-TO-BACK CHANNEL - AICKINSTRUT FLANGE PROFILE
11⁄2"
(38.1)

1

1 ⁄2"
(38.1)
11⁄8"
(28.6)

21⁄4"
(57.2)

X

X

Y

Wt/100 Ft: 47 Lbs (70 kg/100 m)

FLANGE LOADING
X - X Axis

Part
Number
F20P-1000,
F20V-1000
F20P-1100,
F20V-1100

Y - Y Axis

Weight
lbs./ft.
(kg/m)

Area
in2
(mm2

I
in4
(mm4

R
In (mm)

C1
In (mm)

0.47
0.7
0.94
1.4

0.61
3.9
1.22
7.9

0.1
4.2
0.42
17.5

0.4
10
0.59
15

0.51
13
1.13
29

F20P-1200, F20V-1200

Special Metals

Fiberglass System

Wt/100 Ft: 94 Lbs (140 kg/100 m)

SECTION PROPERTIES

13 16

¼ " System

Y

C2
In (mm)

I
in4
(mm4

R
In (mm)

C
In (mm)

0.62
16
1.13
28

0.22
9.2
0.44
18.3

0.6
15
0.6
15

0.75
19
0.75
19.1

SLOTTED CHANNEL

PrimeAngle
Metal Grating
Roofwalk

F20V-1000/1100
F20P-1000/1100

*Values shown represent a 3:1 safety factor

F20P-1300, F20V-1300

W/CONCRETE INSERT

Max. Uniform
Beam Load
6DIHW\)DFWRU
Span
In (mm)
12
304.8
18
457.2
24
609.6
30
762.0
36
914.4
48
1,219.2
60
1,524.0
72
1,828.8

194

Load
Lbs (kN)
1,629
7.2
1,086
4.8
815
3.6
652
2.9
543
2.4
407
1.8
326
1.5
272
1.2

Deflection
In (mm)
0.151
3.8
0.340
8.6
0.605
15.4
0.945
24.0
1.360
34.5
2.418
61.4
3.779
96.0
5.441
138.2

(28.6)

1 1⁄ 8 "

1⁄4"

(6.4)

Uniform Load at
Deflection of 1/360
Span
Deflection
In (mm)
0.033
0.8
0.050
1.3
0.067
1.7
0.083
2.1
0.100
2.5
0.133
3.4
0.167
4.2
0.200
5.1

2 3⁄ 8"

(60.3)

Wt/100 Ft: 53 Lbs (79 kg/100 m)

CHANNEL BEAM/COLUMN LOADING

Load
Lbs (kN)
359
1.6
160
0.7
90
0.4
57
0.3
40
0.2
22
0.1
14
0.1
10
0.0

(38.1)

(28.6)

(38.1)

F20P-1000, F20V-1000

11⁄2"

1 1⁄ 8"

Slots are 1" (25.4) x 7⁄16" (11.1)
2" (50.8) on Center
11⁄2"

Wt/100 Ft: 47 Lbs (70 kg/100 m)

Index

Part Number

FLANGE LOAD

Pull-Out
Strength*
Lbs (kN)
213
1.0
213
1.0

Maximum
Column Load
Lbs (kN)
2,759
12.3
2,351
10.5
1,862
8.3
1,298
5.8
901
4.0
507
2.3
324
1.4
225
1.0

F20P-1100, F20V-1100
Max. Uniform Beam
Load
6DIHW\)DFWRU
Span
In (mm)
12
304.8
18
457.2
24
609.6
30
762.0
36
914.4
48
1,219.2
60
1,524.0
72
1,828.8

Load
Lbs (kN)
3,804
16.9
2,536
11.3
1,902
8.5
1,522
6.8
1,268
5.6
951
4.2
761
3.4
634
2.8

Deflection
In (mm)
0.082
2.1
0.183
4.6
0.326
8.3
0.509
12.9
0.734
18.6
1.304
33.1
2.038
51.8
2.935
74.5

CHANNEL BEAM/COLUMN LOADING
Uniform Load at
Deflection of 1/360
Span
Load
Lbs (kN)
1,556
6.9
691
3.1
389
1.7
249
1.1
173
0.8
97
0.4
62
0.3
43
0.2

Deflection
In (mm)
0.033
0.8
0.05
1.3
0.067
1.7
0.083
2.1
0.1
2.5
0.133
3.4
0.167
4.2
0.2
5.1

Maximum
Column Load
Lbs (kN)
5,961
26.5
5,509
24.5
4,979
22.1
4,375
19.5
3,698
16.4
2,254
10.0
1,442
6.4
1,001
4.5

Fiberglass

Heavy Duty Channel - Standard Profile

X

41.3

X
Y

Y

Y

F20P-2300 SST, F20V-2300 SST

W/CONCRETE INSERT

1 5⁄ 8 "
(41.3)

5

1 ⁄8"

15⁄8"

(41.3)

1

(41.3)

1 5⁄ 8 "

(41.3)

⁄4"

(6.4)

23⁄8"

(60.3)

NOTE: Unistrut SST Channel is not compatible with the Unistrut fiberglass pipe clamps and channel nuts shown in
this catalog. Metal clamps and channel nuts are compatible with this profile and are shown elsewhere in this catalog.

F20P-2000 SST, F20V-2000 SST
CHANNEL BEAM/COLUMN LOADING
Maximum
Uniform
Beam Load
(Safety FacWRU

Deflection
@ Max.
Allowable
Beam Load

Span Poly Vinyl Poly Vinyl
Lbs Lbs
In
In
In
(mm) (kN) (kN) (mm) (mm)
12
1,720 2,150 0.07 0.07
304.8
7.6
9.6
1.8
1.8
18
1,150 1,440 0.15 0.17
457.2
5.1
6.4
3.8
4.3
24
860 1,080 0.27
0.3
609.6
3.8
4.8
6.9
7.6
30
690
870 0.42 0.48
762.0
3.1
3.9
10.7 12.2
36
580
730 0.61 0.69
914.4
2.6
3.2
15.5 17.5
48
430
540 1.07
1.2
1,219.2 1.9
2.4
27.2 30.5
60
350
440
1.7
1.91
1,524.0 1.6
2.0
43.2 48.5
72
290
370 2.44 2.78
1,828.8 1.3
1.6
62.0 70.6

Fiberglass

F20P-2100 SST, F20V-2100 SST
CHANNEL BEAM/COLUMN LOADING

Deflection
@ Max.
Deflection
= 0.25 In
/EV

Uniform
Load
@ Max.
Deflection
= 0.50 In
/EV

Poly
Lbs
(kN)

Vinyl
Lbs
(kN)

Poly
Lbs
(kN)

Vinyl
Lbs
(kN)

—

—

—

—

—

—

—

—

810
3.6
410
1.8
240
1.1
100
0.4
60
0.3
30
0.1

910
4.0
460
2.0
270
1.2
115
0.5
70
0.3
34
0.2

—

—

—

—

480
2.1
200
0.9
120
0.5
60
0.3

540
2.4
230
1.0
135
0.6
70
0.3

Max.
Column
Load
Lbs (kN)
3,650
16.2
3,370
15.0
2,960
13.2
2,450
10.9
1,800
8.0
1,010
4.5
260
1.2
NR
NR

Maximum
Uniform
Beam Load
(Safety FacWRU
Span
In
(mm)
12
304.8
18
457.2
24
609.6
30
762.0
36
914.4
48
1,219.2
60
1,524.0
72
1,828.8

Poly
Lbs
(kN)
5,080
22.6
3,390
15.1
2,540
11.3
2,040
9.1
1,700
7.6
1,270
5.6
1,020
4.5
850
3.8

Deflection
@ Max. Allowable
Beam Load

Deflection
@ Max.
Deflection
= 0.25 In
/EV

Uniform
Load
@ Max.
Deflection
= 0.50 In
/EV

Max.
Vinyl Poly Vinyl Poly Vinyl Poly Vinyl Column
Load
Lbs
In
In
Lbs Lbs Lbs Lbs
(kN) (mm) (mm) (kN) (kN) (kN) (kN) Lbs (kN)
6,350 0.04 0.04
7,300
—
—
—
—
28.2
1.0
1.0
32.5
4,240 0.09
0.1
6,740
—
—
—
—
18.9
2.3
2.5
30.0
3,180 0.16 0.17
5,920
—
—
—
—
14.1
4.1
4.3
26.3
2,550 0.24 0.27
2,350
4,900
—
—
—
11.3
6.1
6.9
10.5
21.8
2,130 0.35 0.39 1,220 1,370
3,600
—
—
9.5
8.9
9.9
5.4
6.1
16.0
1,590 0.62 0.69 520
590 1,040 1,170 2,020
7.1
15.7 17.5
2.3
2.6
4.6
5.2
9.0
1,280 0.97 1.09 270
310
540
610
520
5.7
24.6 27.7
1.2
1.4
2.4
2.7
2.3
1,070 1.4
1.57 160
180
320
360
NR
4.8
35.6 39.9
0.7
0.8
1.4
1.6
NR

195

Special Metals

Wt/100 Ft: 88 Lbs (131 kg/100 m)

PrimeAngle

Wt/100 Ft: 82 Lbs (122 kg/100 m)

Metal Grating

Slots are 1" (25.4) x 7⁄16" (11.1)
2" (50.8) on Center

SLOTTED CHANNEL

Roofwalk

F20P-2200 SST, F20V-2200 SST

Wt/100 Ft: 164 Lbs (244 kg/100 m)

Fiberglass System

Wt/100 Ft: 82 Lbs (122 kg/100 m)

X

82.6

X

3 1⁄4"

Y

Index

1 5⁄8"

41.3

1 5⁄8"

41.3

¼ " System

1 5⁄8"

11¼4" System

F20P-2100 SST, F20V-2100 SST
HEAVY DUTY BACK-TO-BACK CHANNEL - SST PROFILE

13 16

F20P-2000 SST, F20V-2000 SST
HEAVY DUTY SINGLE CHANNEL - SST PROFILE

Fiberglass Channel Nuts & Accessories

Metal Grating
Roofwalk
Index

SADDLE CLIPS

STOP-LOCK ASSEMBLIES

‡+HDY\GXW\FKDQQHOQXWVDUH
designed to be used where high
thread shear values or spring nuts
are required. They can not be
used with light duty 1000 series
channel or SST profile channel.
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHthane.

Thread Torque Wt/100
Part
Shear Ft/Lbs
pcs
Number
Size Lbs (kN)* 1‡P Lbs (kg)
1,400
8
5.7
F375PU-CNHD 3»8"-16
6.23
11
2.6
1,400
8
5.3
F500PU-CNHD 1»2"-13
6.23
11
2.4
1,400
10
5.1
F625PU-CNHD 5»8"-11
6.23
14
2.3
1,400
10
4.4
F750PU-CNHD 3»4"-10
6.23
14
2.0
1,400
8
5.8
F10PU-CNMHD 10 mm
6.23
11
2.6
8
5.5
1,400
F12PU-CNMHD 12 mm
6.23
11
2.5
1,400
10
5.3
F16PU-CNMHD 16 mm
6.23
14
2.4
1,400
10
4.4
F20PU-CNMHD 20 mm
6.23
14
2.0
*Thread shear values shown represent a 3:1
safety factor.

Hex Head
Flange Bolt
Saddle Clip
Channel Nut

‡6DGGOHFOLSVPDWHZLWKWKHH[WHULRURIWKHFKDQQHO
flanges and are secured with threaded rods and nuts.
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

Part
Number

Size
,Q

F200-4226

3

F200-4217

12

F200-4341

58

F200-4342

34

STANDARD DUTY CHANNEL NUTS

»8
»
»
»

Wt/100 pcs
Lbs (kg)
3.5
1.6
2.5
1.1
3.0
1.4
2.5
1.1

Part
Number

Size

F250PU-CN

14

» "-20

F312PU-CN

5

F375PU-CN

3

F500PU-CN

12

»16"-18
»8"-16
» "-13

F10PU-CN

10 mm

F12PU-CN

12 mm

F10PU-CNS

#10 Screw

Thread Shear
Lbs (kN)*

Torque
Ft/Lbs 1‡P

Wt/100
pcs
Lbs (kg)

460

2

1.8

2.05
460
2.05
460
2.05
460
2.05
460
2.05
460
2.05
460
2.05

3
2
3
3
4
3
4
3
4
3
4
N/A

0.8
1.7
0.8
1.8
0.8
1.4
0.6
1.7
0.8
1.4
0.6
1.9
0.9

*Thread shear values shown represent a 3:1 safety factor.

196

‡ 6WRS/RFN$VVHPEOLHVUHGXFHWKHFKDQFHRISLSH
slippage when running supports vertically and are
recommended for applications that are subject to
vibration, have regular contact with fluids or are
vertically mounted. The Stop-Locks fit both sizes of
channel.
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH
Force
Torque Wt/100
Size Resistance Ft/Lbs
pcs
LQ Lbs (kN)* 1‡P Lbs (kg)
200
7
6.3
F200-4227 3»8"
0.9
9
2.9
220
12
6.4
F200-4219 1»2"
1.0
16
2.9
250
15
11.0
F200-4343 5»8"**
1.1
20
5.0
* Force resistance values shown represents a 3:1
safety factor.
** Supplied with a heavy duty channel nut for use only
with the heavy duty series 2000 channel.
Part
Number

HEX FLANGE BOLTS

‡6WDQGDUG'XW\FKDQQHOQXWVDUHGHVLJQHGIRUOLJKWGXW\
applications that do not require high thread shear values.
They can be used with both light duty series 1000 and
heavy duty series 2000 fiberglass channel.
‡1RWIRUXVHZLWK667SURILOHFKDQQHO
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

HEAVY DUTY CHANNEL NUTS

Shoulder
Length

‡)LEHUIDVWEROWVDUHLGHDOIRUPHFKDQLFDOFRQQHFWLRQV
that require a high degree of corrosion resistance.
The 3»8" diameter fasteners are recommended for all
channel fitting mechanical connections.
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

Thread
Shank
Shoulder Torque
Ft/Lbs
Shear
Shear
Length
Lbs (kN)* Lbs (kN)*
In (mm)
1‡P
110
210
0.8
1
3
F250PU-075
»4 x » 4
Full Thread
0.49
0.93
1
110
210
0.8
1» 4 x 1
F250PU-100
Full Thread
0.49
0.93
1
1» 2
110
210
0.8
F250PU-150 1»4 x 11»2
0.49
0.93
12.7
1
450
870
8
1»2 x 11»4
Full Thread
F500PU-125
2.00
3.87
11
450
870
8
Full Thread
F500PU-150 1»2 x 11»2
2.00
3.87
11
3» 4
450
870
8
1
»2 x 2
F500PU-200
2.00
3.87
19.1
11
450
870
8
Full Thread
F500PU-250 1»2 x 21»2
2.00
3.87
11
450
870
1
8
1
»2 x 3
F500PU-300
2.00
3.87
25.4
11
450
870
23»16
8
F500PU-350 1»2 x 31»2
2.00
3.87
55.6
11
*Thread shear values shown represent a 3:1 safety factor.
Part
Number

Size
LQ

Wt/100
pcs
Lbs (kg)
.4
0.2
.5
.02
.6
0.3
1.0
0.5
1.1
.05
1.3
0.6
1.6
0.7
1.8
0.8
2.0
0.9

Fiberglass

Fiberglass Hardware

12

F625PU-FN-000

58

F750PU-FN-000

34

» -13
» -11

» -10

*Thread shear values shown represent a 3:1 safety factor.

HEX NUTS

Thread
Shear
Height
Torque
Lbs (kN)* In (mm) Ft/Lbs 1‡P
150
0.218
0.8
1
F250PU-000
»4-20
0.67
5.5
1
460
0.328
3
3
F375PU-000
»8-16
2.05
8.3
4
800
0.437
8
1
F500PU-000
»2-13
3.56
11.1
11
1,000
0.546
12
5
»8-11
F625PU-000
4.45
13.9
16
*Thread shear values shown represent a 3:1 safety factor.
Part
Number

Size
LQ

F250E-999

14

F375E-999

38

F500E-999

12

»
»
»

58

»

3

»4

1

Outside
Diameter
In (mm)

Wt/100 pcs
Lbs (kg)
0.1
0.05
0.3
0.1
0.5
0.2
1.5
0.7

CHANNEL SPACERS

Wt/100 pcs
Lbs (kg)

0.49

0.1

12

0.05

1.00

0.1

25

0.05

1.25

0.5

32

0.2

1.50

0.5

38

0.2

1.50

1.0

38

0.5

2.25
57

1.5
0.7

Roofwalk

Size
LQ

Wt/100 pcs: 2.0 Lbs (.91 kg)

Fiberglass

¼ " System

F500PU-FN-000

Wt/100 pcs
Lbs (kg)
0.8
0.4
1.6
0.7
3.5
1.6
5.5
2.5

Index

Part
Number

F1000E-999

» -16

Torque
Ft/Lbs
1‡P
3
4
8
11
12
16
15
20

‡&KDQQHOVSDFHUVDUHGHVLJQHGWRSUHYHQWZDOO
compression under heavy loading conditions. Such
loading occurs during the torquing of hardware for
channel fittings.
‡7KHVSDFHUVDUHGHVLJQHGWREHXVHGRQO\ZLWK5»8"
channels and will accommodate 3»8" and 1»2" bolts.
‡0DWHULDOPROGHGIURPSRO\XUHWKDQH

Material: PVC
Note: PVC washers are recommended for
connections that utilize hex nuts and bolts.

F750E-999

38

Height
In (mm)
0.750
19.1
0.855
21.7
1.220
31.0
1.590
40.4

F50PU-500SP

FLAT WASHERS

F625E-999

Wt/100
pcs
Lbs (kg)
1.0
0.5
1.1
0.5
1.3
0.6
1.6
0.7
1.8
0.8
2.5
1.1
2.8
1.3
3.2
1.5
3.4
1.5
3.9
1.8
5.5
2.5

F375PU-FN-000

Thread
Shear
Lbs (kN)*
500
2.22
1,200
5.34
2,200
9.79
2,900
12.90

Fiberglass System

Thread Shank Shoulder Torque
Part
Size
Shear
Shear
Length
Ft/Lbs
Number
LQ
Lbs (kN)* Lbs (kN)*
In (mm)
1‡P
250
470
3
F375PU-125 3»8 x 11»4
Full Thread
1.11
2.09
4
1» 4
250
470
3
F375PU-150 3»8 x 11»2
1.11
2.09
6.4
4
1
250
470
»2
3
3
F375PU-200
»8 x 2
1.11
2.09
12.7
4
3» 4
250
470
3
F375PU-250 3»8 x 21»2
1.11
2.09
19.1
4
250
470
1
3
3»8 x 3
F375PU-300
1.11
2.09
25.4
4
1
700
1,360
»4
12
F625PU-125 5»8 x 11»4
3.11
6.05
6.4
16
1» 4
700
1,360
12
F625PU-150 5»8 x 11»2
3.11
6.05
6.4
16
1
700
1,360
»4
12
5»8 x 2
F625PU-200
3.11
6.05
6.4
16
1
700
1,360
»4
12
F625PU-250 5»8 x 21»2
3.11
6.05
6.4
16
1» 4
12
700
1,360
5»8 x 3
F625PU-300
3.11
6.05
6.4
16
700
1,360
11»4
12
F625PU-350 5»8 x 31»2
3.11
6.05
6.4
16
*Thread shear values shown represent a 3:1 safety factor.

Size
LQ

Special Metals

Part
Number

13 16

‡7KHKH[IODQJHQXWLVSUHIHUUHGIRUDSSOLFDWLRQVWKDW
require additional thread engagement (such as with
all-thread rod) or maximum thread shear strength.
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

PrimeAngle

‡)LEHUIDVWEROWVDUHLGHDOIRUPHFKDQLFDOFRQQHFWLRQV
that require a high degree of corrosion resistance.
Shoulder The 3»8" diameter fasteners are recommended for all
channel fitting mechanical connections.
Length
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

11¼4" System

HEX FLANGE NUTS

Metal Grating

HEX BOLTS

197

Fiberglass Hardware

13 16

¼ " System

11¼4" System

THREADED ROD
* Thread shear values shown represent
a 3:1 safety factor.
** Standard lengths are 4' and 8'. The
part number shown is for 4' lengths.
To order eight foot lengths, add suffix
“-96” to part number
(Example: F200-3827-96)

Material: pultruded vinyl ester resin
and is gray in color.

Part
Number

Size
LQ

F200-3827

» -16

38

F200-3828

» -13

12

F200-3829

» -11

58

» -10

F200-3830

34

F200-3831

1-8

Weight
Lbs (kg)

Thread
Shear
Lbs (kN)*

Torque
Ft/Lbs1‡P

Wt/100 pcs
4' in Len.
Lbs (kg)

0.07
0.03
0.12
0.05
0.18
0.08
0.28
0.13
0.50
0.23

415
1.85
570
2.54
1,260
5.60
1,700
7.56
3,000
13.34

5
7
10
14
40
54
50
68
60
81

35
15.9
57
25.9
91
41.3
133
60.3
200
90.7

FAIC-EC – CHANNEL END CAP

A-Konnectors provide an excellent means
for extending FRP all-thread rods beyond
their standard lengths. A-Konnectors
are manufactured from glass-reinforced
polyurethane and are colored gray.
A-Konnectors are packaged in bags
containing 25 pieces.
Part
Number
F200-3840
F200-3841
F200-3842
F200-3843

Size
LQ
» -16

38

1

»2-13
» -11

58

» -10

34

Thread
Shear
/EVN1

Wt/100 pcs
/EVNJ

21»4

800

6.5

57.2

3.56

2.9

21»4

870

6.0

Length
,QPP

57.2

3.87

2.7

21»4

1,500

13.0

57.2

6.67

5.9

21»4

1,500

11.0

57.2

6.67

5.0

* Thread shear values shown represent a 3:1 safety factor.

F20E-5000 – CHANNEL CAPPING STRIP

‡0DWHULDOUHG39&DQGGHVLJQHGIRU5»8" channel.
‡(QGFDSVDUHGHVLUHGZKHQWKHHQGVRIWKHFKDQQHOQHHGWR
be enclosed. The cap easily installs by pressing it onto the
end of the channel opening.

Special Metals

Fiberglass System

A-KONNECTOR ROD COUPLERS

‡0DWHULDO39&
‡,QVWDOOVVLPSO\E\SUHVVLQJLWRQWRWKHFKDQQHO
opening. It is designed to be used when a cover
is desired for the channel opening (such as
concrete embedment channel).

Supplied in 10
foot lengths.
Wt/100 pcs: 3.4 Lbs (1.5 kg)

Wt/100 Ft: 5 Lbs (7.4 kg/100 m)

PrimeAngle

NONMETALLIC U-BOLTS

D
C
TL

Index

Roofwalk

Metal Grating

B

A

Note: Plate not included.
Illustration purpose only

*Torque and load values shown represent a 3:1 safety factor.

Part
Number

Size
In

FUB-050

12

FUB-075

34

FUB-100

1

FUB-125

11»4

FUB-150

11»2

FUB-200

2

FUB-250

2 1»2

FUB-300

3

FUB-350

3 1» 2

FUB-400

4

FUB-600

6

»
»

“A” Dim.
In (mm)
0.937
23.8
1.125
28.6
1.375
34.9
1.687
42.8
2.000
50.8
2.437
61.9
2.937
74.6
3.562
90.5
4.062
103.2
4.562
115.9
6.750
171.5

“B” Dim.
In (mm)
0.375
9.5
0.375
9.5
0.375
9.5
0.375
9.5
0.375
9.5
0.500
12.7
0.500
12.7
0.500
12.7
0.500
12.7
0.500
12.7
0.625
15.9

“C” Dim.
In (mm)
1.568
39.8
1.662
42.2
1.787
45.4
1.943
49.4
2.100
53.3
2.468
62.7
2.718
69.0
3.031
77.0
3.281
83.3
3.531
89.7
5.750
146.1

“D” Dim.
In (mm)
2.412
61.3
2.600
66.0
2.850
72.4
3.162
80.3
3.475
88.3
4.187
106.3
4.687
119.0
5.312
134.9
5.812
147.6
6.312
160.3
9.875
250.8

“TL” Dim.
Load
In (mm) Lbs (kN)*
1.25
135
31.8
0.60
1.25
135
31.8
0.60
1.25
135
31.8
0.60
1.25
135
31.8
0.60
1.25
135
31.8
0.60
1.50
135
38.1
0.60
1.50
135
38.1
0.60
1.50
135
38.1
0.60
1.50
135
38.1
0.60
1.50
135
38.1
0.60
3.25
135
82.6
0.60

Torque
In/Lbs
1‡P
40
5
40
5
40
5
40
5
40
5
80
9
80
9
80
9
80
9
80
9
120
14

Wt/100
pcs
Lbs (kg)
3
1.4
3
1.4
4
1.8
4
1.8
5
2.3
10
4.5
11
5.0
14
6.4
15
6.8
16
7.3
17
7.7

‡8QLVWUXW1RQPHWDOOLF8%ROWVSURYLGHDFRUURVLRQUHVLVWDQWDOWHUQDWLYHWRWUDGLWLRQDOPHWDOOLF8%ROWV
They have oversized diameters which allow them to hold steel conduit and plastic pipe. These bolts will outlast stainless steel in most corrosive applications.
‡(DFK8%ROWFRPHVZLWKWZRSRO\XUHWKDQHKH[QXWV$GGLWLRQDOQXWVDQGZDVKHUVFDQEHSXUFKDVHGVHSDUDWHO\
‡0DWHULDOJODVVUHLQIRUFHGSRO\XUHWKDQH

198

Fiberglass

Flat Fiberglass Fittings
F20P-2500, F20V-2500

11¼4" System

CHANNEL FITTINGS
‡&KDQQHO)LWWLQJVDUHUHTXLUHGWRIDEULFDWHVWUXFWXUHVDQGDUHHDVLO\DWWDFKHGWR
Channels with channel nuts and polyurethane fasteners. The fittings are offered
in two types; fabricated (cut from flat stock) or molded.

Aickinstrut
Flange

‡ 0DWHULDO)DEULFDWHG)LWWLQJV
Either polyester (P Series) or vinyl ester (V Series) material.
‡ 0DWHULDO0ROGHG)LWWLQJV$OOPROGHGILWWLQJVZLWKWKHH[FHSWLRQRIWKHSRVW
bases are molded in polyurethane.
Note: The drawings for all fittings are shown with the Aickinstrut flange profile,
however they can be used with either channel profile.

31⁄4"

¼ " System

(82.6)

13 16

SST
Flange
Wt/100 pcs: 12 Lbs (5.4 kg)

F20P-2504, F20V-2504

F20P-2506, F20V-2506

F20P-2508, F20V-2508

Fiberglass System

F20P-2502, F20V-2502

4 7⁄ 8"
(123.8)

81⁄8"

61⁄2"

(206.4)

(165.1)

31⁄4"
31⁄4"

(82.6)

F20P-2510, F20V-2510

Wt/100 pcs: 24 Lbs (10.9 kg)

F20P-2512, F20V-2512

Wt/100 pcs: 32 Lbs (14.5 kg)

F20P-2514, F20V-2514

Wt/100 pcs: 17 Lbs (7.7 kg)

F20P-2516, F20V-2516

PrimeAngle

Wt/100 pcs: 17 Lbs (7.7 kg)

Special Metals

(82.6)

47⁄8"

47 ⁄ 8 "

(123.8)

31⁄4"

(82.6)

31

31⁄4"

(82.6)

Wt/100 pcs: 25 Lbs (11.3 kg)

F20P-2518, F20V-2518

⁄ 4"

(82.6)

(82.6)

Wt/100 pcs: 26 Lbs (11.8 kg)

F20P-2520, F20V-2520

47⁄8"

Wt/100 pcs: 20 Lbs (9.1 kg)

F20P-2522, F20V-2522

31⁄4"
47⁄8"

(82.6)

(123.8)

Wt/100 pcs: 32 Lbs (14.5 kg)

F20P-2524, F20V-2524

3 1⁄ 4"

(123.8)

Roofwalk

31 ⁄ 4 "

Metal Grating

(123.8)

(82.6)

47⁄8"

(123.8)

31⁄4"
(82.6)

4 ⁄ 8"

(123.8)

31⁄4"

(82.6)

(123.8)

Wt/100 pcs: 33 Lbs (15.0 kg)

Fiberglass

Wt/100 pcs: 45 Lbs (20.4 kg)

Wt/100 pcs: 21 Lbs (9.5 kg)

47⁄8"

(123.8)

Index

4 7⁄ 8"
7

Wt/100 pcs: 32 Lbs (14.5 kg)

199

Flat Fiberglass Fittings
F20P-2528, F20V-2528

11¼4" System

F20P-2526, F20V-2526

F20P-2530, F20V-2530

51⁄4"
(133.4)

35⁄8"

8 1⁄ 8 "

(92.1)

(206.4)

47⁄8"

81⁄8"

(123.8)

4 7⁄ 8"

¼ " System
13 16

(206.4)

(123.8)

3 1⁄ 4"

4 7 ⁄ 8"

(82.6)

Wt/100 pcs: 45 Lbs (20.4 kg)

F20P-2540, F20V-2540

Wt/100 pcs: 20 Lbs (9.1 kg)

(123.8)

Wt/100 pcs: 50 Lbs (22.7 kg)

F50PU-2538

Wt/100 pcs: 77 Lbs (34.9 kg)

F50PU-2611

F50PU-2613
513⁄32"

Fiberglass System
Special Metals

F20P-2534, F20V-2534

(137.3)

4"
(101.6)

51⁄4"

45°

(133.4)

31⁄2"

51⁄4"

5"

(133.4)

(127.0)

Wt/100 pcs: 41 Lbs (18.6 kg)

F50PU-1508 (11¼2"),
F50PU-2008 (15¼8")

(88.9)

15

⁄ 8"

2 5⁄32"

17⁄8"

17⁄8"

(54.8)

(47.6)

(47.6)

(41.3)

Wt/100 pcs: 9 Lbs (4.1 kg)

Wt/100 pcs: 57 Lbs (26.0 kg)

F50PU-2045 (15¼8")

Wt/100 pcs: 16 Lbs (7.3 kg)

F50PU-2636

F50PU-2090 (15¼8")
4 7 ⁄ 8"

(123.8)

4"

(101.6)

Metal Grating

PrimeAngle

4 7⁄ 8"
(123.8)

4 7⁄ 8"

47⁄8"

(123.8)

5 1⁄ 2 "

(123.8)

4 1⁄ 2"
(114.3)

15⁄8"

(139.7)

Wt/100 pcs: 27 Lbs (12.2 kg)

(41.3)

Wt/100 pcs: 35 Lbs (15.9 kg)

F50PU-2616

Wt/100 pcs: 14 Lbs (6.4 kg)

F20PU-5853 (1 ¼8"),
F20PU-5855 (11¼8")

Wt/100 pcs: 35 Lbs (15.9 kg)

F20PU-5903 (31¼4"),
F20PU-5905 (21¼4")

5

17 ⁄ 8 "

Roofwalk

(47.6)
3"
(76.2)

3"

(76.2)

2 5⁄32"
(54.8)

71⁄4"

(184.2)

5"

Index

(127.0)

Wt/100 pcs: 51 Lbs (23.1 kg)

200

5"

(127.0)

Wt/100 pcs: 71 Lbs (32.2 kg)

6 5⁄ 8"
(168.3)

5"
(127.0)

Wt/100 pcs: 86 Lbs (39.0 kg)

Fiberglass

Pipe Clamps and Pipe Straps

Design Load
Part
Number
200-3100

O.D. Pipe
6L]HLQ

Type 1
Lbs (kN)

Type 2
Lbs (kN)

Torque
Ft/Lbs
1‡P

Wt/100 pcs
Lbs (kg)

» – 11»2

135 (0.6)

65 (0.3)

0.8 (1)

3 (1.4)

200-3110

11»2 – 21»4

135 (0.6)

65 (0.3)

3 (4)

5 (2.3)

200-3120

2 1» 4 – 3 1» 4

145 (0.6)

70 (0.3)

3 (4)

5 (2.3)

200-3130

3–4

215 (1.0)

70 (0.3)

3 (4)

8 (3.6)

200-3140

4 – 6 1» 2

215 (1.0)

70 (0.3)

3 (4)

10 (4.5)

12

¼ " System

‡8QLVWUXW$GMXVWDEOH3LSH&ODPSVDUH
manufactured from glass-reinforced
polyurethane and are adjustable
to accommodate a wide range of
outside diameters. They can be utilized with a variety of piping systems
including: PVC, fiberglass, copper,
rigid steel conduit and PVC coated
rigid steel conduit.
‡&DUHVKRXOGEHWDNHQQRWWRH[FHHG
3 ft./lbs. of torque on the adjustable
pipe straps.

*Design loads shown represent a 3:1 safety factor.

Type 2
/EVN1
90 (0.4)
90 (0.4)
90 (0.4)
90 (0.4)
90 (0.4)
90 (0.4)
90 (0.4)
90 (0.4)
125 (0.6)
125 (0.6)
125 (0.6)

FRP Bolt
6L]HLQ
3»8 x 11»4
3»8 x 11»4
3»8 x 11»4
3»8 x 11»4
3
»8 x 11»4
3»8 x 11»4
3»8 x 11»4
3
»8 x 11»4
3»8 x 11»4
3»8 x 11»4
3»8 x 11»4

Torque
)W/EV1‡P

3 (4)

Wt/100 pcs
/EVNJ
3 (1.4)
3 (1.4)
4 (1.8)
5 (2.3)
5 (2.3)
5 (2.3)
7 (3.2)
10 (4.5)
12 (5.4)
15 (6.8)
18 (8.1)

Fiberglass System

Type 1
Part
6L]HLQ
,QPP
/EVN1
Number
1» 2
FPCR-050
0.840 (21.3)
225 (1.0)
3» 4
1.050 (26.7)
225 (1.0)
FPCR-075
FPCR-100
1
1.315 (33.4)
225 (1.0)
FPCR-125
11»4
1.660 (42.2)
225 (1.0)
FPCR-150
11»2
1.900 (48.3)
225 (1.0)
FPCR-200
2
2.375 (60.3)
225 (1.0)
FPCR-250
21»2
2.875 (73.0)
225 (1.0)
FPCR-300
3
3.500 (88.9)
225 (1.0)
FPCR-400
4
4.500 (114.3)
300 (1.3)
FPCR-600
6
6.625 (168.3)
300 (1.3)
FPCR-800
8
8.625 (219.1)
300 (1.3)
*Design loads shown represent a 3:1 safety factor.

FRP Bolt

Special Metals

PVC, Sch. 80 Design Loads*

13 16

RIGID PIPE CLAMPS

Rigid Pipe Clamps resemble the more traditional style of pipe clamps and are sized based on the pipe inside diameter or nominal size.
Polyurethane clamps are recommended for applications up to 160°F. For high temperature applications (up to 230°F).
Care should be taken not to exceed the recommended torque values of the rigid pipe clamps.
Material: glass-reinforced polyurethane.

TWO HOLE PIPE STRAPS

Fiberglass

Type 1
/EVN1
135
0.60
135
0.60
135
0.60
135
0.60
175
0.78
175
0.78
175
0.78
225
1.00
225
1.00
225
1.00
250
1.11
250
1.11
250
1.11

Type2
/EVN1
50
0.22
50
0.22
50
0.22
50
0.22
60
0.27
60
0.27
60
0.27
125
0.56
125
0.56
125
0.56
150
0.67
150
0.67
150
0.67

Torque
)W/EV1‡P
4
5
4
5
4
5
4
5
4
5
4
5
4
5
4
5
10
14
10
14
10
14
10
14
10
14

Wt/100 pcs
/EVNJ
14
6.4
17
7.7
20
9.1
33
15.0
23
10.4
39
17.7
39
17.7
51
23.1
77
34.9
83
37.6
125
56.7
143
64.9
160
72.6

PrimeAngle

Design Load

A
B

‡7ZR+ROH3LSH6WUDSVDUHGHVLJQHGIRUXVHLQVHFXULQJSLSH
conduit and ducts to Channel. Two hole fiberglass straps
can also be used independently from the channel for surface
mounting. All sizes of the straps are suitable for load bearing
applications.
‡0DWHULDOILUHUHWDUGDQWJODVVUHLQIRUFHGSRO\HVWHUUHVLQ
‡)RUH[WUHPHFKHPLFDOHQYLURQPHQWVWKHVWUDSVFDQEH
manufactured from vinyl ester resin. Larger diameter straps for
special applications are also available. Contact the factory for
pricing and availability of vinyl ester and large diameter straps.
Two hole pipe straps should not be torqued above recommended values.
Notes:
(1) Bolts and channel nuts are sold separately.
(2) When bolting onto 15»8" channel a 11»4" long bolt is req'd.

201

Metal Grating

Material
Part
Dim. A Dim. B
Thick.
No.
,QPP ,QPP
,QPP
1
2.375
6.375
»4
1
FPS200
»2
60.33
161.93
6.4
1
2.875
6.875
»4
1» 2
FPS250
73.03
174.63
6.4
1
3.500
7.500
»4
1» 2
FPS300
88.90
190.50
6.4
1
»4
4.000
8.000
1» 2
FPS350
101.60
203.20
6.4
1
4.500
8.500
»4
1
FPS400
»2
114.30
215.90
6.4
1
5.563
9.563
»4
1» 2
FPS500
141.30
242.90
6.4
1
»4
6.625
10.625
1
»2
FPS600
168.28
269.88
6.4
1
8.625
12.625
»4
1
FPS800
»2
219.08
320.68
6.4
1
10.750
15.750
»4
5
FPS1000
»8
273.05
400.05
6.4
1
12.750
16.250
»4
5
FPS1200
»8
323.85
412.75
6.4
3
14.000
18.000
»8
5
FPS1400
»8
355.60
457.20
9.5
3
16.000
20.000
»8
5» 8
FPS1600
406.40
508.00
9.5
3
»8
18.000
23.000
5
»8
FPS1800
457.20
584.20
9.5
*Design loads shown represent a 3:1 safety factor.

Roofwalk

Bolt
Size
LQ

Index

Nominal & Rigid Metal

11¼4" System

ADJUSTABLE PIPE CLAMPS

Fiberglass Clevis Hangers and Channel Insert

11¼4" System

MOLDED CLEVIS HANGERS
C

Part
Number
FCVHPU-100

B
C

FCVHPU-150

Special Metals

Fiberglass System

13 16

¼ " System

Material: glass-reinforced polyurethane.
*Design load values shown represent a 3:1
safety factor.

FCVHPU-200
FCVHPU-400
FCVHPU-600

Part
Number

W
T

H

H1

F100-1500
F100-1501
F100-1502

A
F100-1503
Material: glass-reinforced polyester resin.

*Design load values shown represent a 3:1
safety factor.

F100-1504
F100-1505
F100-1506
F100-1507
F100-1508

F100-1510

PrimeAngle
Metal Grating

Max.
Pipe O.D.
In (mm)
1
25.4
11»2
38.1
2
50.8
4
101.6
6
152.4

“A” Dim.
In (mm)
1.500
38.1
2.000
50.8
2.500
63.5
5.125
130.2
6.750
171.5

“B” Dim.
In (mm)
4.25
108
5.14
131
6.52
166
10.00
254
12.33
313

“C” Dim.
In (mm)
1.25
32
1.25
32
1.25
32
1.50
38
1.50
38

Hanger
Rod
In (mm)
1» 2
12.7
1» 2
12.7
1
»2
12.7
1» 2
12.7
1
»2
12.7

Load*
Lbs (kN)
670
2.98
670
2.98
730
3.25
1,150
5.12
1,170
5.20

Wt/100 pcs
Lbs (kg)
29
13.2
40
18.1
43
19.5
129
58.5
168
76.2

Spreader Loads*
Rod O.D.
Lbs
In (mm)
(kN)
1» 2
60
12.7
0.27
1» 2
60
12.7
0.27
1» 2
90
12.7
0.40
1» 2
120
12.7
0.53
1
»2
160
12.7
0.71
1
»2
250
12.7
1.11
1» 2
300
12.7
1.33
1» 2
350
12.7
1.56
3» 4
450
19.1
2.00
3» 4
600
19.1
2.67
3»4
700
19.1
3.11
1
750
25.4
3.34
1
800
25.4
3.56
1
850
25.4
3.78
1
900
25.4
4.00

Wt/100 pcs
Lbs (kg)
21
9.5
25
11.3
55
24.9
57
25.9
61
27.7
82
37.2
136
61.7
189
85.7
333
151.0
350
158.8
872
395.5
1,023
464.0
1,673
758.9
2,323
1,053.7
2,973
1,348.5

FABRICATED CLEVIS HANGERS

F100-1509

F100-1511
F100-1512
F100-1513
F100-1514

Size Range
In (mm)
A
1–11»2
25.4 – 38.1
11»2 – 2
38.1 – 50.8
2 – 25»8
50.8 – 66.7
21»2 – 31»4
63.5 – 82.6
3 – 37»8
76.2 – 98.4
4 – 51»8
101.6 – 130.2
6 – 71»8
152.4 – 181.0
8 – 91»4
203.2 – 235.0
10 – 113»8
254.0 – 288.9
12 – 131»2
304.8 – 342.9
14 – 153»4
355.6 – 400.1
16 – 18
406.4 – 457.2
19 – 21
482.6 – 533.4
21 – 22
533.4 - 558.8
22 – 24
558.8 - 609.6

Dimensions - In (mm)
T
H
1»8
2 3» 4
3.2
69.9
1» 8
3 1» 2
3.2
88.9
1» 8
4 3» 4
3.2 120.7
1» 8
51»2
3.2 139.7
1
»8
7
3.2 177.8
13
»16
81»2
20.6 215.9
13»16
107»8
20.6 276.2
1» 4
14
6.4 355.6
1» 4
18
6.4 457.2
1» 4
211»2
6.4 546.1
1» 4
241»2
6.4 622.3
3
»8
273»8
9.5 695.3
3
»8
341»2
9.5 876.3
1» 2
351»2
12.7 901.7
1» 2
41
12.7 1,041.4

H1
1 7» 8
47.6
2 3» 8
60.3
3
76.2
35»8
92.1
41»4
108.0
55»8
142.9
71»2
190.5
93»4
247.7
12
304.8
141»8
358.8
161»2
419.1
191»2
495.3
221»2
571.5
24
609.6
28
711.2

F200-4101

W
1 1» 2
38.1
1 1» 2
38.1
2
50.8
2
50.8
2
50.8
2
50.8
3
76.2
3
76.2
4
101.6
5
127.0
5
127.0
6
152.4
6
152.4
6
152.4
6
152.4

Hanger
Rod
In (mm)
1» 2
12.7
1» 2
12.7
1» 2
12.7
1» 2
12.7
5
»8
15.9
5
»8
15.9
5» 8
15.9
5» 8
15.9
5» 8
15.9
5» 8
15.9
3» 4
19.1
3
»4
19.1
3
»4
19.1
3» 4
19.1
3» 4
19.1

Trans
Rod
In (mm)
3» 8
9.5
3» 8
9.5
3» 8
9.5
3»8
9.5
3»8
9.5
3» 8
9.5
3» 8
9.5
3» 8
9.5
1» 2
12.7
1»2
12.7
1»2
12.7
3»4
19.1
3»4
19.1
3»4
19.1
3» 4
19.1

UNISERT CHANNEL INSERT

‡8QLVHUWLVDSRO\XUHWKDQHQRQPHWDOOLFLQVHUWZKLFKFDQEHXVHGZLWKVWDQGDUG
cable ties for securing tubing, conduit and cables to standard metal channels.
‡7KH8QLVHUWZRUNVZLWKDOO5»8" channels that are 13»16" deep or more. One size
fits 12, 14 and 16 metal gauge channels.
Note: For use only with metallic channel.

Index

Roofwalk

Nominal
Diameter
In (mm)
1» 2 - 1
12.7 - 25.4
11»4- 11»2
31.8 - 38.1
11»2 - 2
38.1 - 50.8
21»2 - 4
63.5 - 101.6
41»2 - 6
114.3 - 152.4

Wt/100 pcs: 1.0 Lbs (.5 kg)

202

Fiberglass

Fiberglass Beam Clamps, Power-Rack Stanchions
MOLDED BEAM CLAMPS

FRGBC

MOLDED BEAM CLAMP ASSEMBLY

11¼4" System

F375PU & F500PU
Material: glass-reinforced
polyurethane

F375PU-BCCLP (3»8")
Beam Clip Only

2 5⁄ 8"
(66.7)

Wt/100 pcs
Lbs (kg)
30
13.6
30
13.6

Wt/100 pcs
Lbs (kg)
43
19.5
43
19.5
43
19.5

POWER-RACK STANCHIONS

PrimeAngle

Special Metals

The Power-Rack Stanchion is made entirely from glass-reinforced nylon, these
stanchions offer greater corrosion resistance than classical metal stanchions. The
interlocking design allows the arm to “lock” into nine different levels on the 141»4"
stanchions and fourteen on the 171»2" stanchion. Glass-reinforced polyurethane stanchions are available as a special order. Contact Unistrut for pricing and availability.
Dimensions – The stanchion back has 9»16" x 15»16" holes to accept fasteners for
mounting. There are two mounting holes in the 213»8" long stanchion and three in the
335»16" long stanchion. Thickness at the slotted mounting holes is 17»8". The mounting
holes are spaced on 12" centers and require 1»2" diameter fasteners.
Installation – The Stanchions can be anchored into existing concrete structures
using any industrial anchoring system. For new concrete structures, the Stanchions
FDQEHPRXQWHGWR¿EHUJODVVFRQFUHWHHPEHGPHQWFKDQQHODQGDWWDFKHGZLWK1»2"
channel nuts and 1»2"x 3" Fiberfast Bolts.
Fire Retardance – Power-Rack materials meet or exceed the requirements of
UL94 HB.
Loading – The recommended allowable loads on Power-Rack Stanchions vary
depending upon the position of the arm. Use these guidelines for a safe, reliable
installation:
‡ 7RWDOORDGRQDQ\RQHDUPVKRXOGQRWH[FHHGOEV
‡ 7KHVXPRIWKHORDGVRQDQDUPPXOWLSOLHGE\WKHLUGLVWDQFHVWRWKHZDOO
stanchion should not exceed 1200 in./lbs.
Example: A cable weighing 200 lbs. is positioned on an arm at a distance
of 5" from the wall stanchion.

Total load (200<800 lbs) = OK
Tot. moment (200x5 in. = 1000<1200 in./lbs.) = OK

Part No.

Description

F20N-ARM08

Arm

F20N-ARM14

Arm

F20N-ARM17

Arm

F20N-ARM23

Arm

F20N-STA21

Stanchion

F20N-STA33

Stanchion

Size
In (mm)
8
203.2
141»4
362.0
171»2
444.5
»8
606.4
213»8
542.9
335»16
846.1

Wt/100 pcs
Lbs (kg)
100
45.4
116
52.6
145
65.8
186
84.4
149
67.6
231
104.8

/RDGOEV
Lbs (kN)
800
3.56
800
3.56
800
3.56
800
3.56
N/A

Index

If the total load is less than 800 lbs and the sum of the load multiplied by their
distances to the wall stanchion does not exceed 1200 in./lbs., then the system is
adequate. In this case,

N/A

*Design load values shown represent a 3:1 safety factor.

Fiberglass

Metal Grating

Thread
Size
Shear
Torque
In
Lbs (kN)*
Ft/Lbs 1‡P
400
10
3» 8
F375PU-BC
1.78
14
400
10
1
F500PU-BC
»2
1.78
14
*Design load values shown represent a 3:1 safety factor.

Size
In

Roofwalk

Assembly
Part
Number

Thread
Shear
Torque
Lbs (kN)*
Ft/Lbs 1‡P
500
10
3
FRGBC-1
»8
2.22
14
500
10
1
FRGBC-2
»2
2.22
14
500
10
5» 8
FRGBC-3
2.22
14
*Design load values shown represent a 3:1 safety factor.
Part
Number

13 16

Material: glass-reinforced polyurethane.

3⁄4"

(19.1)

Fiberglass System

3"

(76.2)

¼ " System

Note: Beam clamp clip must
be purchased separately.
Illustration purpose only

203

Fiberglass Technical Data

11¼4" System

FIBERGLASS CLAMPS DESIGN LOAD INFORMATION
There are two types of piping system loadings:
 ‡RYHUKHDG7\SHDQG
‡YHUWLFDO7\SH
as described below.
All pipe straps and clamps show the
recommended loading for both types of
loading.

Type 2 Vertical Design Load
The design loading shown can be achieved with the addition of a vertical stop lock assembly (Part #F200-4219)
installed directly beneath the pipe clamp. The adjacent
illustration shows how the vertical stop lock assembly
provides additional support for pipe and how it can be
used to achieve full Type 2 design loads.
Design loads are based on a minimum clamp slip safety
factor or 3:1. It is recommended that stop lock assemblies be used for all vertical pipe support applications.

The design load shown represents pipes
supported below the strut. The design loads
shown are based on a minimum ultimate
failure safety factor of 3:1.

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

Type 1 Overhead Design Load

CHEMICAL COMPATIBILITY TABLE
Series

Chemical
Acetic Acid, Up to 50%
Acetone, Up to 10%
Aluminum Hydroxide
Ammonium Hydroxide
(Aqueous Ammonia), Up to 5%
Ammonium Hydroxide
(Aqueous Ammonia), Up to 10%
Ammonium Hydroxide, Up to 20%
Ammonium Nitrate
Ammonium Phosphate
Ammenium Sulfide, saturated
Aqua Regia, fumes
Benzene
Benzoic Acid
Bromine, wet gas
Butylene Glycol, Up to 100%
Butyric Acid, Up to 50%
Calcium Hydroxide
Calcium Hypochlorite
Chlorine, Dry Gas
Chlorine, Wet Gas
Chlorine, Liquid
Chlorine, Water
Chromic Acid, Up to 5%
Copper Chloride
Copper Cyanide
Copper Fluoride
Copper Nitrate
Copper Sulfate
Dechlorinated Brine Storage
Esters, Fatty Acid
Ferric Chloride
Ferrous Chloride
Fluoboric Acid
Fluosilicic Acid, Up to 10%
Fluosilicic Acid, Up to 32%

204

E

P

V

PU

N

Rigid PVC

Poly/Glass

Vinyl/Glass

Poly

Nylon

70°
R
nr
R

160°F
R
nr
R

70°
R
nr
R

160°F
R
nr
R

70°
R
nr
R

160°F
R
nr
R

70°
R
R
R

160°F
–
–
–

70°
nr
R
nr

160°F
nr
R
nr

R

R

nr

nr

R

R

R

–

–

–

R
R
R
R
R
nr
nr
R
R
R
nr
R
R
nr
nr
nr
nr
R
R
R
R
R
R
R
nr
R
R
R
nr
nr

R
R
nr
R
R
nr
nr
R
nr
R
nr
R
R
nr
nr
nr
nr
R
R
R
R
R
R
R
nr
R
R
R
nr
nr

nr
nr
R
R
nr
nr
nr
R
nr
R
R
R
R
nr
nr
nr
R
nr
R
R
R
R
R
–
R
R
R
R
nr
nr

nr
nr
R
nr
nr
nr
nr
R
nr
R
R
nr
nr
nr
nr
nr
R
nr
R
nr
nr
R
R
–
R
R
R
120°
nr
nr

R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
R
R
R
R
R
R

150°
150°
R
R
120°
150°
nr
R
100°
R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
R
R
R
R
R
100°

R
R
R
R
R
nr
R
R
–
R
R
R
R
–
–
–
R
–
R
R
R
R
R
R
R
R
R
–
–
–

–
–
–
–
–
–
R
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–

–
–
–
–
–
–
–
–
–
R
–
–
nr
–
–
–
nr
R
–
–
–
–
–
–
–
–
–
–
nr
–

–
–
–
–
–
–
R
–
–
R
–
–
nr
–
–
–
nr
R
–
–
–
–
–
–
–
–
–
nr
–

Fiberglass

Fiberglass Technical Data

70°
nr
nr
R
–
R
R
nr
nr
R
R
R
–
nr
nr
nr
nr
nr
nr
R
nr
nr
nr
R
R
nr
nr
nr
nr
nr
R
R
nr
R
nr
nr
nr
R
nr
R
R
R
R
–

160°F
nr
nr
nr
–
nr
nr
nr
nr
nr
nr
nr
–
nr
nr
nr
nr
nr
nr
R
nr
nr
nr
R
R
nr
nr
nr
nr
nr
R
nr
nr
R
nr
nr
nr
nr
nr
nr
nr
R
R
–

70°
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R

160°F
R
100°
R
R
R
R
150°
100°
R
R
R
R
R
R
150°
150°
R
150°
R
R
R
R
R
R
R
R
150°
180°
150°
R
R
R
R
R
120°
nr
R
120°
R
150°
R
R
R

Note
The recommendations contained in this table are made without guarantee of representation as to results. Since the actual use
by others is beyond our control, no guarantee, expressed or implied, is made by Unistrut as to effects of such use or results to
be obtained nor does Unistrut assume any liability arising out of the use by others of the products referenced in this table. Nor
is the information herein to be construed as absolutely complete since additional information may be needed or desirable when
particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. We suggest
that you evaluate these recommendations and suggestions in your own laboratory prior to use. Our responsibility for claims
arising from breach of warranty, negligence, or otherwise is limited to the purchase price of the material.

Fiberglass

70°
R
R
R
–
R
R
–
–
nr
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R

160°F
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
R
–

70°
nr
–
–
–
–
–
–
–
–
–
–
–
R
–
–
–
–
nr
–
nr
–
–
–
–
–
–
–
R
nr
–
–
–
nr
nr
nr
nr
–
–
–
R
R
R
–

160°F
nr
–
–
–
–
–
–
–
–
–
–
–
R
–
–
–
–
nr
–
nr
–
–
–
–
–
–
–
R
nr
–
–
–
nr
nr
nr
nr
–
–
–
R
R
R
–

¼ " System

160°F
R
R
nr
R
R
R
R
nr
nr
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
nr
nr
R
nr
R
R
R
R
R

13 16

70°
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
nr
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
nr
nr
R
nr
R
R
R
R
R

Fiberglass System

N
Nylon

Special Metals

PU
Poly

PrimeAngle

V
Vinyl/Glass

Roofwalk

P
Poly/Glass

Legend

“nr“ - “Not Recommended” for use
“R“ - “Recommended”

Index

Chemical
Formic Acid, Up to 10%
Formic Acid, Up to 50%
Gasoline, Aviation
Green Liquor, Pulp Mill
Hydrochloric Acid, Up to 15%
Hydrochloric Acid, Up to 37%
Hydrofluoric Acid,Up to 10%
Hydrofluoric Acid, Up to 20%
Hydrogen Chloride Wet Gas
Hydrogen Sulfide Wet Gas
Lactic Acid
Lead Nitrate
Magnesium Hydroxide
Nickel Sulfate
Nitric Acid, Up to 5%
Nitric Acid, Up to 35%
Nitric Acid, Vapor
Perchloric Acid, Up to 10%
Pickling Liquids, 3-5% H2S04
Phosphoric Acid
Super or Poly (115%, P20%)
Vapor or Condensate
Potassium Chloride
Potassium Nitrate
Potassium Persulfate
Silver Cyanide, Up to 5%
Sodium Hydroxide,Up to 25%
Sodium Hydroxide, Up to 50%
Sodium Hypochlorite, Up to 15%
Sodium Nitrate
Sodium Sulfate
Sodium Sulfide
Sulfuric Acid, Up to 25%
Sulfuric Acid, Up to 70%
Sulfuric Acid, Up to 75%
Sulfuric Acid, Up to 80%
Sulfuric Acid, Vapor
Trichlorethylene, Fumes
Trisodium Phosphate
Urea
Vegetable Oils
Vinegar
White Liquor, Pulp Mill

E
Rigid PVC

Metal Grating

Series

11¼4" System

CHEMICAL COMPATIBILITY TABLE

“–“ - no information available

205

Fiberglass Sample Specifications

1.0 SCOPE

2.0 MATERIAL
2.1 FRP channel shall be of pultruded glass-reinforced polyester or vinyl ester resin having the
physical property values listed in this catalog.

Fiberglass System

2.2 Some accessories shall be of injection molded,
40% long glass fiber reinforced polyurethane, or
nylon.

3.0 COMPOSITION
3.1 Glass-reinforced channel shall have a synthetic
surfacing veil applied on exterior surfaces to
improve weatherability and inhibit ultraviolet
degradation. An ultraviolet stabilizer shall be
incorporated in the resin formulation to further
inhibit ultraviolet degradation.

4.0 STRUCTURAL DESIGN
4.1 Channel shall incorporate Unistrut's Aickinstrut
flange profile design which allows full and positive interlocking contact of channel accessories
and prohibits premature flange failure from
torqued accessories.

PrimeAngle

Special Metals

5.0 STANDARDS

1.1 This specification covers the requirements for
the Unistrut Nonmetallic Channel Framing System.

13 16

¼ " System

11¼4" System

FIBERGLASS SPECIFICATIONS

4.2 Channel profile dimensions shall be:

Metal Grating

4.3 All 15⁄8" x 15⁄8" channel profiles shall have a minimum pull out resistance of 1,000 pounds when
load is applied over a 3⁄8" long section of the
inside flanges.

Roofwalk

15⁄8" x 15⁄8" x 1⁄4" or
11⁄2" x 11⁄8" x 1⁄8".

4.5 Universal Pipe Clamps shall have full interlocking contact with interior channel flanges to
maximize pull-out resistance and be adjustable to
accommodate a minimum 3⁄4" variance in piping
ORCONDUIT/$SIZES

5.1 Glass-reinforced channels covered in this
specification shall have a flame spread rating of
25 or less when tested per ASTM E84 and meet
the requirements of UL 94V0 thereby qualifying
them as Class 1 material in the Uniform Building
Code.
5.2 Glass-reinforced channels covered in this specification shall comply with the requirements of
!34-$AND!34-$WHICHGOVERN
the dimensional tolerance and visual defects of
pultruded shapes.

6.0 GENERAL
6.1 Unistrut nonmetallic Channel Framing shall be
furnished as a system which includes all the necessary fasteners, channel splice plates, brackets,
sealants, hangers, pipe clamps, etc.
6.2 Nonmetallic fasteners shall be manufactured from
long glass fiber reinforced polyurethane to ensure
maximum strength and corrosion resistance.
6.3 All components of the Unistrut Channel Framing
System shall be nonmetallic except where type
316 stainless steel hardware is used as part of the
assembly.
6.4 The manufacturer shall not have had less than 10
years experience in manufacturing strut systems.
6.5 All products are manufactured in the United
States of America.

Index

4.4 Channel section lengths shall be supplied in 10'
or 20' lengths (±1⁄8").

206

Fiberglass

SPECIAL METALS
Stainless Steel Channel .......................................................... 209
Stainless Steel Nuts and Closure Strips ................................. 210
Extruded Aluminum Channels ......................................211 - 212
Aluminum Closure Strips and End Caps ................................ 212

LOAD DATA (SLIP & PULL OUT)
EXTRUDED ALUMINUM

MATERIAL
STAINLESS STEEL
Channels:ASTM A 240 (Type 304)
Sintered nuts: ASTM B783 (Type SS316N1-25)
Fittings:
ASTM A240 (Type 304) or ASTM A276 (Type 304)
Type 316 stainless also available for most products.
Contact factory for specific material availability.

ALUMINUM

To determine nut slip resistance, multiply load data
for appropriate nut by 75%. To determine nut
pull-out load, multiply load data for appropriate
nut by 50%.

STAINLESS STEEL
For design assistance, consult Unistrut customer
engineering.

Channels (Extruded): ASTM B221 (Type 6063-T6)

PRODUCT AVAILABILITY

Fittings: ASTM B209 (Type 1100F or Type 5052-H32)

Most fittings and channels shown in this catalog, are
available in aluminum or stainless steel. Consult factory
for ordering information.

Nuts: Stainless steel nuts are recommended for
Aluminum change

DIMENSIONS

LOAD DATA (BEAM & COLUMN)
To determine maximum allowable beam and column loading for channels in this section, multiply the load data in
the appropriate mild steel channel sections of this catalog
by the following factors:
Channel
Material

Beam Load
% Factor

Column Load
% Factor

Extruded
Aluminum

33%

33%

Stainless
Steel

100%

100%

Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

207

Special Metals Pictorial Index
P1100 Series (14 gauge)

P3000 Series (12 gauge)

11¼4" System

P1000 Series (12 gauge)

P3300 Series (12 gauge)

P1101 SS
Pg 209

P3000 SS
Pg 209

P4000 Series (16 gauge)

P6000 Series (19 gauge)

P3300 SS
Pg 209

P3301 SS
Pg 209

P4000 SS
Pg 209

P7000 Series (19 gauge)

P6000 SS
Pg 209

Closure Strips and End Caps

P7000 SS
Pg 209

P1184 SS
Pg 210

P3184 EA
Pg 212

P1280 EA, P4280 EA,
P5580 EA Pg 212

Stainless Steel Channel Nuts

P1006 U - P1010U
Pg 210

P4006 U - P4010
Pg 210

P5506 U - P5510U
Pg 210

P4006T, P4008UT
Pg 210

A1006 SS, A1008 SS
Pg 210

A4006 SS, A4008 SS
Pg 210

Extruded Aluminum Channels

P1000 EA
Pg 211

P1001 EA
Pg 211

P4000 EA
Pg 211

P4001 EA
Pg 211

P6000 EA
Pg 212

P6001 EA
Pg 212

P7000 EA
Pg 212

P7001 EA
Pg 212

P5500 EA
Pg 211

A1000 EA
Pg 211

A4000 EA
Pg 211

A4001 EA
Pg 212

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

P1100 SS
Pg 209

P1001 SS
Pg 209

P1000 SS
Pg 209

208

Special Metals

P1000 Series
P1000 SS

P1001 SS

P1000HS SS

P1000T SS
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

9⁄16"

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

7

1 3⁄16"
(30.2)

⁄8"

11¼4" System

Stainless Steel Channel

Wt/100 Ft: 185 Lbs (275 kg/100m)

Wt/100 Ft: 185 Lbs (275 kg/100m)

P1100 Series
P1100HS SS

P1100T SS

13 16

P1101 SS

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

9⁄16"

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

Wt/100 Ft :142 Lbs (211 kg/100m)

Wt/100 Ft : 284 Lbs (422 kg/100m)

Wt/100 Ft : 136 Lbs (202 kg/100 m)

Wt/100 Ft: 136 Lbs (202 kg/100m)

P3000 Series
P3000 SS

Wt/100 Ft: 170 Lbs (253 kg/100m)

P3000HS SS

P3000T SS

9⁄16"

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center
1 3⁄16"
(30.2)
7

⁄8"

(22.2)

Wt/100 Ft: 165 Lbs (112 kg/100m)

Wt/100 Ft: 165 Lbs (112 kg/100m)

P3300 Series
P3300 SS

P3301 SS

P3300HS SS

P3300T SS
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

9⁄16"

(14.3) Dia. Holes
1 7⁄8" (47.6) on Center

7

⁄8"

1 3⁄16"
(30.2)

Fiberglass System

P1100 SS

Special Metals

Wt/100 Ft: 380 Lbs (566 kg/100m)

PrimeAngle

Wt/100 Ft: 190 Lbs (283 kg/100m)

¼ " System

(22.2)

Wt/100 Ft: 270 Lbs (402 kg/100m)

Wt/100 Ft: 130 Lbs (193 kg/100m)

Wt/100 Ft: 130 Lbs (193 kg/100m)

P4000 Series
P4000HS SS

P4000 SS

9⁄16"

1

P4000T SS
Slots are
11⁄8" (28.6) x 9⁄16" (14.3)
2" (50.8) on Center

(14.3) Dia. Holes
(47.6) on Center

7⁄ 8"

7

⁄8"

1 3⁄16"
(30.2)

(22.2)

Wt/100 Ft: 82 Lbs (122 kg/100m)

Wt/100 Ft: 79 Lbs (110 kg/100m)

P7000 SS

Index

P6000 SS

Wt/100 Ft: 79 Lbs (110 kg/100m)

Roofwalk

Wt/100 Ft: 135 Lbs (201 kg/100m)

Metal Grating

(22.2)

Wt/100 Ft: 37 Lbs (55 kg/100m)

Special Metals

Wt/100 Ft: 36 Lbs (54 kg/100m)

209

Stainless Steel Channel Nuts & Closure Strips
CLOSURE STRIP

11¼4" System

P1184 SS
Part
Number
W

P1184 SS

13 16

¼ " System

Standard length 10 Ft.
Material: Stainless steel type 304.

CHANNEL NUT WITH SPRING– USE WITH 11¼4" CHANNEL

Part number
A1006-1420 SS

Fiberglass System

A1008 SS

Nut Size
Thread
1

» 4"

-20

6 (2.7)

»"

-16

6 (2.7)

38

Part number

Wt/100 pcs
Lbs (kg)

Nut Size
Thread

Wt/100 pcs
Lbs (kg)

A4006-1420 SS

1

» 4"

-20

5 (2.3)

A4008 SS

3

» 8"

-16

5 (2.3)

EG

“W”
,QPP

Wt/100 Ft
/EVNJP

15»8
41.3

27
40.2

CHANNEL NUT WITH SPRING – USE WITH 15¼8" CHANNEL

Use With

Part number
P1006U-1420 SS

A1000

1

»"

16

10 (4.5)

» 2"

13

12 (5.4)

P1000,
P1100,
P2000,
P3000

Wt/100 pcs
Lbs (kg)

Use With
15¼8" Channel

Nut Size
Thread
» 4"

20

7 (3.2)

»"

16

9 (4.1)

»"

13

9 (4.1)

P4008 SS

38

P4010 SS

12

Part number
P5506U-1420 SS

Use With
15¼8" Channel

7 (3.2)

1

1

Wt/100 pcs
Lbs (kg)

20

P1010U SS

P4006U-1420 SS

EG

» 4"

P1008U SS

Part number

A3300,
A4000

Nut Size
Thread

38

Use With

* All Springs are Pre-Galvanized

Special Metals

Use With
Channel
P1000
P1100
P3300
P4000

Nut Size
Thread

Wt/100 pcs
Lbs (kg)

»"

20

7 (3.2)

» 8"

16

10 (4.5)

»"

13

10 (4.5)

14

P5508U SS

3

P5510U SS

12

P3300,
P4000,
P4100
Use With
15¼8" Channel

P5500

* All Springs are Pre-Galvanized
The letter "U" in Part number = Sintered type 316 stainless steel

PrimeAngle

CHANNEL NUT WITHOUT SPRINGS – USE WITH 15¼8" CHANNEL

UNISTRU
T

UNISTR

UT

Metal Grating

Part number

Nut Size
Thread

P4006T-1420 SS

14

P4008UT SS

38

EG

Wt/100 pcs
Lbs (kg)

Use With
15¼8" Channel
P1000, P1100,
P2000, P3000
P5500

»"

20

7 (3.2)

»"

16

12 (5.4)

Roofwalk

The letter "U" in Part number = Sintered type 316 stainless steel

Index

Note
Most fittings, as shown in this catalog are available in stainless steel or aluminum.
It is recommended that stainless steel channel nuts be used with aluminum channels.

210

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

Special Metals

Extruded Aluminum Channels
P1000 EA
1 5⁄ 8"
3

41.3

7

⁄8"

⁄ 8"

11¼4" System

When used
with P3184 EA.
3

⁄8"

22.2

9.5

9.5

Wt/100 Ft: 76 Lbs (113 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .109" (2.8mm)

41.3

5

1 ⁄8"

1 5⁄8"

41.3

⁄8"

⁄ 8"

3

⁄8"

22.2

9.5

9.5

Wt/100 Ft: 134 Lbs (199 kg/100 m)
Aluminum Type 6063-T6
12 Gauge Nominal Thickness .109" (2.8mm)

82.6

3 1⁄4"

13 16

7
3

¼ " System

P1001 EA

1 5⁄8"
3

7

⁄ 8"

Fiberglass System

P4000 EA

41.3

⁄ 8"

3

⁄ 8"

22.2

9.5

9.5

20.6

13

⁄16"

.109"

.078"

2.8

2

Wt/100 Ft: 45 Lbs (67 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .078" (2.0mm)

41.3

1 5⁄ 8"
3

⁄ 8"

7

Special Metals

P4001 EA

⁄8"

3

⁄8"

22.2

9.5

9.5

Wt/100 Ft: 66 Lbs (98 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .078" (2.0mm)

41.3

1 5⁄8"

41.3

1 5⁄8"

⁄ 8"

7

⁄8"

3

⁄8"

2 7⁄16"

22.2

9.5

9.5

Wt/100 Ft: 97 Lbs (144 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .109" (2.8mm)

61.9

Metal Grating

3

PrimeAngle

P5500 EA

A1000 EA
1 1⁄ 4"

⁄32"

11

31.8

⁄16"

9

⁄32"

1 1⁄4"

17.5

7.1

7.1

31.8

Wt/100 Ft: 40 Lbs (60 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .075" (1.9mm)

Roofwalk

9

A4000 EA

9
5

⁄32"

⁄16"

9

⁄32"

7.1

7.1

15.9

⁄8"
.050"

.075"

Special Metals

1.3

1.9

Wt/100 Ft: 25 Lbs (37 kg/100 m)
Aluminum Type 6063-T6
12 Gauge Nominal Thickness .050" (1.3mm)
Standard Length 16 Ft.

Index

31.8
17.5

1 1⁄ 4"
11

211

Extruded Aluminum Channels, Closure Strips, and End Caps

11¼4" System

A4001 EA

9

⁄32"

1 1 ⁄4"

31.8

11

17.5

⁄16"

9

⁄32"

1

1 ⁄4"

7.1

7.1

Wt/100 Ft: 40 Lbs (60 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .078" (2.0mm)
Standard Length 16 Ft.

31.8

¼ " System

P6000 EA
13

20.6

⁄16"

7

13 16

3

⁄16"

⁄16"

4.8
3

11.1

4.8

⁄16"
20.6

Wt/100 Ft: 12 Lbs (18 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .040" (1.0mm)
Standard Length 16 Ft.

P6001 EA
13

⁄16"

20.6

7
3

⁄16"

⁄16"

3

⁄16"

4.8

11.1

4.8

Wt/100 Ft: 20 Lbs (30 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .040" (1.0mm)
Standard Length 16 Ft.

41.3

Special Metals

1 5 ⁄ 8"

P7000 EA

PrimeAngle

Fiberglass System

13⁄16"

P7001 EA

13
3

⁄16"

⁄16"
⁄16"

7

3

⁄16"

13

⁄32"

4.8

⁄16"

⁄16"

Wt/100 Ft: 9 Lbs (13 kg/100 m)
Aluminum Type 6063-T6
Nominal Thickness .040" (1.0mm)
Standard Length 10 Ft.

4.8

10.3

13
3

20.6
11.1

7

⁄16"

4.8

20.6
11.1

4.8

Wt/100 Ft: 17 Lbs (25 kg/100 m)
Aluminum Type 6063-T6
12 Gauge Nominal Thickness .040" (1.0mm)
Standard Length 10 Ft

3

⁄16"
20.6

⁄16"

P3184 EA

CLOSURE STRIP

Wt/100 Ft: 21 Lbs (31 kg/100 m)
Aluminum Type 6063-T6
Standard Length 10 Ft

1 5⁄ 8"

(41.3)

P1280 EA, P4280 EA, P5580 EA

END CAPS
Part
Number
P1280 EA
P4280 EA
P5500 EA

Index

Roofwalk

Metal Grating

13

212

Use With
Channel
P1000 EA
P4000 EA
P5500 EA

Wt/100 Ft
/EVNJP
3.5 (1.6)
1.5 (0.7)
4.9 (2.2)

Special Metals

PRIMEANGLE™
PrimeAngle™ .......................................................................... 214
Accessories .............................................................................. 215
PrimeAngle™ Technical Data ........................................216 - 218

MATERIAL
STEEL: PLAIN
12 Gauge (.105" 1.0 mm) ASTM 1011 SS GR 33,
14 Gauge (.076) ASTM 1011 SS GR 33

STEEL: PRE-GALVANIZED
12 Gauge (.105" 1.0 mm) ASTM A653 GR 33,
14 Gauge (.076) ASTM A653 GR 33

FINISHES

ORDERING INFORMATION:
When ordering, add the length or size and finish to the
part number.

DIMENSIONS
Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted,
all metric dimensions are in millimeters and rounded to
one decimal place.

Available in two durable, long-lasting finishes:
Pre-Galvanized (PG) or
Perma–Green III (GR) conforming to
ASTM B633 Type III SC1.

STANDARD LENGTHS
Standard lengths are 10' and 12'. Slotted angle is shipped
in ten-piece bundles complete with 75 pieces of 3⁄8" - 16 x
3
⁄4" hex head bolts and 3⁄8" nuts.

213

PrimeAngle
(15¼8" X 15¼8"

11¼4" System

PA 158

X

14 GA.) LIGHT DUTY

PG

Note: Includes Serrated
Nuts & Bolts

¼ " System

15⁄8"

(41.3)

1 ⁄2"
1

(38.1)

3

⁄4 "

1 ⁄8"
(19.1) 3⁄4"
(41.3)
(19.1)

Wt/100 Ft.: 66 lbs (29.9 kg)

PA 238

(15¼8" X 23¼8"

1 ⁄8"
5

X

14 GA.) MEDIUM DUTY

PG

Note: Includes Serrated
Nuts & Bolts

(41.3)

1 ⁄2"
1

(38.1)

3

⁄4 "

(19.1) 3⁄4"
(19.1)

23⁄8"

(60.3)

Perfect for the majority of framing
needs, including shelving, racking and
electrical or mechanical support jobs.

Wt/100 Ft: 80 lbs(36.3 kg)

PA 318

(15¼8" X 31¼8"

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

5

For those jobs where extra strength is not
necessary. Ideal for light-duty shelving or
racking.

1 ⁄8"

X

12 GA.) HEAVY DUTY

Note: Includes Serrated
Nuts & Bolts

(41.3)

Roofwalk

11 ⁄ "

(38.1)

3

⁄ 4"

Index

(19.1) 3⁄4"
(19.1)

31 ⁄ 8 "

(79.4)

Suitable for balconies, ramps, large racks and
shelving systems, as well as other structures
with substantial load requirements.

Wt/100 Ft: 130 lbs (59.0 kg)

214

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

PrimeAngle

PrimeAngle Accessories
PORTABLE CUTTER

PA 1GP

GUSSET PLATE

Wt/100 pcs: 17 lbs (7.7 kg)

Wt/100 pcs: 9 lbs (4.1 kg)

SWIVEL CASTER

PA 1RC

RIGID CASTER

Wt/100 pcs: 170 lbs (77.1 kg)

SERRATED NUTS AND BOLTS

PA 1RP

SLOTTED STRAP

Wt/100 pcs: 7 lbs (3.2 kg)

Wt/100 pcs: 35 lbs (15.9 kg)

TRANSVERSE STIFFENERS

PrimeAngle

.OTE!LLLOADSBASEDONACTUALPHYSICALTESTING$OCUMENTATION
available on request.

Roofwalk

Beams that are 6' (182.9 cm) long or less require only one
stiffener in the center of the span. Seven-foot beams need two
stiffeners placed 2' (61.0 cm) from each end. Eight-foot beams
require two stiffeners 2’6" (76.2 cm) from the ends. For beams
with a nine-foot span, it is necessary to have three stiffeners at
2’3" (68.6 cm) intervals. Ten-foot beams need three stiffeners
with 2’6" spacings.

For maximum effectiveness, transverse stiffeners should never be
spaced more than 3’6" (106.7 cm) apart.

3'-6''
(106.7 cm)
Max.

Index

When supporting concentrated loads, the capacity of a pair of
slotted-angle beams can be increased by the addition of transverse stiffeners. These should be placed immediately under the
load bearing point. The slotted-angle segment used as the stiffener is bolted into place using a metal connector at each junction.

Metal Grating

PrimeAngle

PA 1SNB

Wt/100 pcs: 110 lbs (49.9 kg)

Special Metals

Fiberglass System

PA 1SC

13 16

¼ " System

11¼4" System

PA 1HDC

215

PrimeAngle Beam Loads
BEAM CONFIGURATIONS

11¼4" System

(See corresponding letters in table on following page for load data)

¼ " System

G – Two Single
Pieces (Up)

H – Two Single
Pieces (Level)

M – Two T-Sections

J – Two Z-Sections

N – Two I-Sections

K – Two Narrow Channels

O – Two J-Sections

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

L – Two Broad Channels

I – Two Single
Pieces (Down)

BEAM CONFIGURATIONS WITH STIFFENERS
P – Single Pieces w/Stiffener

(See corresponding letters in table on following page for load data)
Q – T-Sections w/Stiffener

R – Z-Sections w/Stiffener

R – I-Sections w/Stiffener

BEAM LOAD CALCULATIONS
The beam loading depends on which slotted angle is used and the
manner in which the beam is constructed.The diagrams above
show how individual slotted angle components can be combined
to form a beam.The loading for each beam configuration is shown
in the beam loading tables on the next page.
Example - Load “A”
Load “A” is supported by two 48" (121.9
A
1,0
cm) sections of PA-238 (15⁄8" x 23⁄8")
00
LB
S.
(41.3mm x 60.3mm). The 48" row in
the PA 238 table on next page indicates
4'
3'
(121.9 cm)
what each beam configuration will
(91.4 cm)
support. Since the columns are sorted
from lowest to highest load, the
first configuration that satisfies the
requirement is “J” which will support 1,100 lbs (4.9 kN).
Example - Load “B”
Load “B” is supported by two 36"
B
1,0
00
LB
(91.4 cm) sections of PA-238 (15⁄8"
S.
x 23⁄8") (41.3mm x 60.3mm). The
4'
36" row in the PA 238 table on next
3'
(121.9 cm)
(91.4 cm)
page indicates what each beam
configuration will support. Since the
columns are sorted from lowest to
highest load, the first configuration that satisfies the requirement
is “J” which will support 1,100 lbs (4.9 kN).
216

Example - Load “C”
Load “C” is supported by all four
beam sections.The load is distributed
uniformly on two 3' (91.4 cm) and
two 4' (121.9 cm) beams which total
14' (426.7 cm) of supporting beam
LENGTH$IVIDINGTHELBSK.	
load by 14-feet equals 72 lbs. per foot
(106.3 kg per meter). Using the two 4'
(121.9 cm) longest (weakest) lengths,
calculate the total weight as follows:

C
1,0
00

LB

S.

3'
4'
(121.9 cm) (91.4 cm)

2 (beams) x 4' (length) x 72 lbs./ft. = 576 lbs. total wt.
2 (beams) x 121.9cm (length) x 106.3 kg/M = 25,915 kg total wt.

The 36" (91.4 cm) row in the PA 238 table on next page indicates
what each beam configuration will support. Since the columns
are sorted from lowest to highest load, the first configuration
that satisfies the requirement is “J” which will support 830 lbs.
(3.7 kN) and is adequate for this requirement. The 3-foot beams
configured in the same manner will support the load because
they are shorter and stronger.

PrimeAngle

PrimeAngle Beam Loads

PA 238

MEDIUM DUTY, (15¼8" X 23¼8"
Span
In.
FP
24
61.0
36
91.4
48
121.9
60
152.4
72
182.9
84
213.4
96
243.8
108
274.3
120
304.8

PA 318

G
Lbs
N1
700
3.11
460
2.05
350
1.56
280
1.25
230
1.02

H
Lbs
N1
1,020
4.54
680
3.02
510
2.27
410
1.82
340
1.51
290
1.29
260
1.16

I
Lbs
N1
1,660
7.38
1,100
4.89
830
3.69
660
2.94
550
2.45
470
2.09
410
1.82

P
Lbs
N1
1,740
7.74
1,160
5.16
870
3.87
700
3.11
580
2.58
500
2.22
440
1.96

‡

‡

‡

‡

‡

‡

‡

‡

‡
‡

J
Lbs
N1
2,220
9.88
1,480
6.58
1,110
4.94
890
3.96
740
3.29
630
2.80
550
2.45
490
2.18
440
1.96

L
Lbs
N1
3,170
14.10
2,110
9.39
1,580
7.03
1,270
5.65
1,060
4.72
910
4.05
790
3.51
700
3.11
630
2.80

R
Lbs
N1
3,230
14.37
2,150
9.56
1,620
7.21
1,290
5.74
1,080
4.80
920
4.09
810
3.60
720
3.20
650
2.89

M
Lbs
N1
3,490
15.52
2,320
10.32
1,740
7.74
1,390
6.18
1,160
5.16
1,000
4.45
870
3.87
770
3.43
700
3.11

K
Lbs
N1
3,590
15.97
2,390
10.63
1,800
8.01
1,440
6.41
1,200
5.34
1,030
4.58
900
4.00
800
3.56
720
3.20

Q
Lbs
N1
3,630
16.15
2,420
10.76
1,810
8.05
1,450
6.45
1,210
5.38
1,040
4.63
910
4.05
810
3.60
730
3.25

X

O
Lbs
N1
6,060
26.96
4,040
17.97
3,030
13.48
2,420
10.76
2,020
8.99
1,730
7.70
1,520
6.76
1,350
6.01
1,210
5.38

HEAVY DUTY, (15¼8" X 31¼8"

X

14 GA.)
N
Lbs
N1
7,560
33.63
5,040
22.42
3,780
16.81
3,020
13.43
2,520
11.21
2,160
9.61
1,890
8.41
1,680
7.47
1,510
6.72

¼ " System
13 16

12 GA.)

Span
G
H
I
P
J
L
R
M
K
Q
O
N
,QFP /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVNJ /EVNJ
24
1,790
1,610
4,300
4,960
6,520
7,910
8,070
9,920
9,990
10,170 14,600 16,120
61.0
7.96
7.16
19.13
22.06
29.00
35.19
35.90
44.13
44.44
45.24
64.94
71.71
36
1,200
1,070
2,870
3,310
4,350
5,270
5,380
6,610
6,660
6,780
9,730
10,750
91.4
5.34
4.76
12.77
14.72
19.35
23.44
23.93
29.40
29.63
30.16
43.28
47.82
48
900
810
2,150
2,480
3,260
3,950
4,030
4,960
4,990
5,080
7,300
8,060
121.9
4.00
3.60
9.56
11.03
14.50
17.57
17.93
22.06
22.20
22.60
32.47
35.85
60
720
640
1,720
1,980
2,610
3,160
3,230
3,970
4,000
4,070
5,840
6,450
152.4
3.20
2.85
7.65
8.81
11.61
14.06
14.37
17.66
17.79
18.10
25.98
28.69
72
600
540
1,430
1,650
2,170
2,640
2,690
3,310
3,330
3,390
4,870
5,370
182.9
2.67
2.40
6.36
7.34
9.65
11.74
11.97
14.72
14.81
15.08
21.66
23.89
84
460
1,230
1,420
1,860
2,260
2,300
2,830
2,850
2,910
4,170
4,610
‡
213.4
2.05
5.47
6.32
8.27
10.05
10.23
12.59
12.68
12.94
18.55
20.51
96
400
1,080
1,240
1,630
1,980
2,020
2,480
2,500
2,540
3,650
4,030
‡
243.8
1.78
4.80
5.52
7.25
8.81
8.99
11.03
11.12
11.30
16.24
17.93
108
1,100
1,450
1,760
1,790
2,200
2,220
2,260
3,240
3,580
‡
‡
‡
274.3
4.89
6.45
7.83
7.96
9.79
9.88
10.05
14.41
15.92
120
990
1,300
1,580
1,610
1,980
2,000
2,030
2,920
3,220
‡
‡
‡
304.8
4.40
5.78
7.03
7.16
8.81
8.90
9.03
12.99
14.32

PrimeAngle

Fiberglass System

Span
G
H
I
P
L
R
M
,QFP /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1 /EVN1
24
550
830
830
920
1,600
1,700
1,840
61.0
2.45
3.69
3.69
4.09
7.12
7.56
8.18
36
370
560
560
610
1,070
1,130
1,230
91.4
1.65
2.49
2.49
2.71
4.76
5.03
5.47
48
280
420
420
460
800
850
920
121.9
1.25
1.87
1.87
2.05
3.56
3.78
4.09
60
220
330
330
370
640
680
740
152.4
0.98
1.47
1.47
1.65
2.85
3.02
3.29
72
180
280
280
310
530
570
610
182.9
0.80
1.25
1.25
1.38
2.36
2.54
2.71
240
260
460
490
530
84
240
‡
213.4
1.07
1.07
1.16
2.05
2.18
2.36
96
210
210
230
400
430
460
‡
243.8
0.93
0.93
1.02
1.78
1.91
2.05
108
360
380
410
‡
‡
‡
‡
274.3
1.60
1.69
1.82
320
340
370
120
‡
‡
‡
‡
304.8
1.42
1.51
1.65

Special Metals

14 GA.)

217

Metal Grating

X

Roofwalk

LIGHT DUTY, (15¼8" X 15¼8"

Index

PA 158

PrimeAngle

6HHFRUUHVSRQGLQJOHWWHUVLQWDEOHRQSUHYLRXVSDJHIRUFRQ¿JXUDWLRQV

11¼4" System

BEAM LOADS

PrimeAngle Column Loads

Column sections are calculated as
described in the following example:
(Assumes use of PA-238 15⁄8" x
23⁄8"(41.3mm x 60.3mm), material.)
Since all load areas are supported
equally by the 4-columns, the
calculations are based on a singlecolumn section.

PA 158
M

N

1,0 Y
00
LB

S.

P

1,0 Z
00
L

BS

.

3'
(91.4cm)
3'
(91.4cm)

Note:To simplify assembly, we recommend using the same size
material as for the horizontal members.This would be found in
Table 2 to match the 14 gauge 15⁄8" x 23⁄8" (41.3mm x 60.3mm)
material selected for the beams of this structure.
B – T-Section

B – Broad
Channel Section

B – Narrow Channel
Section

C – Uneven
T-Section

C – Uneven Channel
Section

D – Dual
Channel Section

D – T-Channel
Section

D – T-Channel Section

E – I-Section

F – Uneven I-Section

Index
218

Span
,QFP
36
91.4
48
121.9
60
152.4
72
182.9

S.

Column loads are based on free and unbraced column lengths.
Since MN, NP and PQ are each 3' long, the load requirement is
for a 36" section that will bear 750 pounds safely. A reference to
the PA 238 table to the right indicates that all sections designated
“A” will support 2,280 lbs. (10.1 kN) and meet the necessary
requirements.

A – Single Piece

(15¼8" X 15¼8"

1,0 X
00
LB

Section MN is one-fourth of “X”,
Q
3'
or 250 pounds (1.1 kN). Column
(91.4cm)
section NP supports one-fourth
of “Y” (250 pounds) plus the load
supported by MN, or a total of
500 pounds (2.2 kN). Section PQ
SUPPORTSONE
FOURTHOFh:v
pounds) plus the 500 pound load on section NP, or a total of
750 (3.3kN) pounds.

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13 16

¼ " System

11¼4" System

COLUMN LOADS

PA 238

Span
,QFP
36
91.4
48
121.9
60
152.4
72
182.9
84
213.4
96
243.8
108
274.3
120
304.8

‡

B
/EVN1
4,760
21.17
4,490
19.97
3,995
17.77
3,140
13.97
2,340
10.41
1,750
7.78

‡

‡

‡

‡

C
/EVN1
4,940
21.97
4,680
20.82
4,310
19.17
3,870
17.21
3,665
16.30
2,700
12.01
2,060
9.16
1,610
7.16

PA 318

Span
,QFP
36
91.4
48
121.9
60
152.4
72
182.9
84
213.3
96
243.8
108
274.3
120
304.8

A
/EVN1
1,450
6.45
1,150
5.12
950
4.23
750
3.34

(15¼8" X 23¼8"

A
/EVN1
2,280
10.14
1,970
8.76
1,520
6.76
1,070
4.76
660
2.94

D
/EVN1
7,270
32.34
6,920
30.78
6,370
28.34
5,840
25.98
4,930
21.93
3,850
17.13
2,870
12.77
2,690
11.97

‡
‡

B
/EVN1
7,970
35.45
7,360
32.74
6,570
29.22
5,270
23.44
3,670
16.32
2,580
11.48

‡

‡

‡

‡

C
/EVN1
8,770
39.01
8,580
38.17
8,180
36.39
7,690
34.21
6,970
31.00
6,260
27.85
5,460
24.29
4,460
19.84

D
/EVN1
12,560
55.87
11,970
53.25
11,360
50.53
10,480
46.62
9,470
42.12
8,370
37.23
6,880
30.60
5,370
23.89

X

‡

‡
‡

14 GA.)

F
/EVN1
9,865
43.88
9,330
41.50
8,620
38.34
7,715
34.32
6,740
29.98
5,365
23.86
4,115
18.30
3,210
14.28

‡

E
/EVN1
15,940
70.90
14,750
65.61
13,160
58.54
10,560
46.97
7,370
32.78
5,170
23.00

14 GA.)
B
/EVN1
3,850
17.13
3,500
15.57
3,000
13.34
2,500
11.12

E
/EVN1
9,520
42.35
8,970
39.90
7,990
35.54
6,280
27.93
4,660
20.73
3,500
15.57

(15¼8" X 31¼8"

A
/EVN1
3,470
15.44
2,870
12.77
1,970
8.76
1,280
5.69

X

X

12 GA.)

F
/EVN1
17,550
78.07
17,150
76.29
16,360
72.77
15,360
68.32
13,970
62.14
12,570
55.91
10,970
48.80
8,960
39.86

PrimeAngle

UNITED INTERLOCK® GRATING
United Interlock Plank
Grating System from
Unistrut, commonly
known as Interlock
Grating, fills a multitude
of needs including
flooring and walkways,
mezzanines, stair treads,
maintenance and staging
platforms, scaffolding
planks, architectural wall coverings and more. United
Interlock Grating Systems meets your needs for
strength, durability, safety and aesthetics.
Customers choose United Interlock Grating Systems for
many reasons:
s #OST
EFFECTIVENESS
s %ASY
TO
INSTALLPRODUCT
s 1UALITYASSURANCETHATCOMESFROM
extensive load testing
s ,ARGEINVENTORIESANDFASTDELIVERY
s 3TRONGDESIGNLOOKOFOURPLANKGRATING
In addition to supplying the grating, Unistrut offers
turnkey service for your project. This includes
engineering, support structures, and installation.
United Interlock Grating Applications include:
s!RCHITECTURALWALLCOVERINGS
s#ATWALKSWALKWAYSANDPEDESTRIANRAMPS
s-AINTENANCEANDINSPECTIONWALKWAYS
s6ENTILATIONCOVERSFORTANKSANDWELLS
s-ININGANDQUARRYTOWERDECKING
s0UMPINGANDDRILLINGPLATFORMS
s3UBFLOORING
s-EZZANINES
s3HELVING
s3TAIRS

United Interlock® Grating

Ease of Installation ..........................................................................220
Plank Grating ..........................................................................221 - 222
Accessories ..............................................................................223 - 225
Heavy Duty Stair Treads ..................................................................226
Design and Testing ..........................................................................227
Plank Loads and Deflections ..................................................228 - 233
Architectural Specifications.............................................................234

Architectural Applications
Interlock Grating provides a functional and
aesthetically appealing look to architectural
APPLICATIONS!LUMINUMGRATINGSRESISTCORROSION
to give walls, ceilings, ledges, trim, flooring, and
SPECIALTYPROJECTSACLEANLASTINGHIGH
TECHLOOK
Interlocking plank grating works especially well in
INTENSIVE
USEAREAS)NADDITIONTOITSDURABILITYITIS
easy to clean and does not reflect sound like a solid
surface.
!RCHITECTSHAVEOFTENSELECTED)NTERLOCK
Grating because it protects lights,
insulation support columns, wiring, and
OTHERlXTURES!NDTHEPANELSALLOW
authorized personnel to access the
fixtures.

219

Contractors have reported installed cost savings of up to 75% with Interlock
'RATING-ANYFACTORSCOMBINETOMAKEINSTALLATIONQUICKANDEASY
1) The lightweight grating is easy to handle. One person can carry a 24' plank.
2) Interlock Grating is easy to install with a minimal number of laborers.
3) Interlock Grating’s light weight reduces shipping costs.
4) The planks interlock with positive friction, eliminating costly
welding and bolting.
5) Field modifications are easy.
Interlock Grating can be cut
to size, shape, and angle at the
jobsite.
	 )NTERLOCK'RATINGREQUIRESFEWER
support structures.

Project Services
United Interlock distribution network provides
local support for complete project administration as
DESIREDORREQUIREDBYOURCUSTOMERS4HISINCLUDES
engineering, design, and installation of all the United
Interlock Grating Systems.
Our engineers can design a grating system which
will safely span the area using existing supports at
your facility, perform load and deflection tests for

unusual loading conditions,
advise you of the most
economical placement of
grating and supports, and
provide fabrication and erection
drawings.
We can complete your project
by coordinating all aspects of
installation. Our local distribution network can
coordinate shipping and staging of materials, provide
and supervise local installation crews, and arrange
FORSPECIALERECTIONEQUIPMENTSERVICES

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

11¼4" System

Ease of Installation

220

United Interlock® Grating

Interlock Grating Features
Maximizes performance and safety…
s!NTI
SKIDSURFACEPROVIDES OFSLIPRESISTANCE

¼16" System
13

PrimeAngle

s3UPERIORULTIMATE
LOADPERFORMANCETESTEDIN
ACCORDANCEWITH!)3)STANDARDS

Fiberglass System

Punched Interlock Grating has an open area of 42%
FORGRATINGANDFORGRATING4HISPREVENTS
dirt, debris, ice, and snow from building up on the
surface and allows light and air to pass through.
5NITED)NTERLOCKSTEELGRATINGISMADEFROMPRE
GALVANIZEDSTEELWHICHCONFORMSTOA'
THICKNESS
DESIGNATIONPER!34-!4HEALUMINUMGRATINGIS
MADEFROMTYPEALUMINUMWITHATHICKNESSOF

Unpunched smooth surface grating is also available
for special applications.
United Interlock Grating Systems are strong,
economical, versatile, and easy to specify.
Variety of choices
sANDSTANDARD
DUTYWIDTH
sLIGHT
DUTYWIDTH
sGAUGEANDGAUGE
s1⁄21⁄2ANDLEGHEIGHTS
sgANDgSTOCKLENGTHS
s!NTI
SKIDSLOTTED
SMOOTHPUNCHEDSURFACESAND
solid unpunched surface
s$OUBLEMALEANDMALE
FEMALELEGSHAPES
s3TEELOR	ANDALUMINUMOR	

Special Metals

5NITED)NTERLOCK'RATINGSTRENGTH
TO
WEIGHTRATIO
allows it to withstand substantial loads while being
EASYTOHANDLE4HEMALE
FEMALELEGSOFTHEROLL
FORMEDGRATINGINTERLOCKSECURELYANDDOUBLE
MALE
legs provide a safe finished edge for end planks.
4WOSTANDARDSURFACESAREAVAILABLESLOTTED
SMOOTH
ANDANTI
SKID!NTI
SKIDISTHEIDEALCHOICEWHENSAFE
WALKINGCONDITIONSAREIMPORTANT$IE
FORMEDTEETH
INTHETRANSVERSERIBSGIVEYOU OFSHOE
GRIPPING
traction even when the grating is wet, oily, muddy, or
icy.

11¼4" System

Plank Grating

s!LLSECTIONSMADEFROMSTRUCTURAL
GRADESTEEL
s2OLL
FORMEDDESIGNPROVIDESSUPERIORSTRENGTH
s/PTIONALHEEL
TOESIDEANDENDPLATES

Metal Grating

s/PENDESIGNPREVENTSBUILD
UPOFWATERGREASE
oil and small debris
And gives you complete project versatility.
sANDPLANKWIDTHSALLOWDESIGNIN
increments

Roofwalk

s3TANDARDLENGTHSOFgANDgANDSPECIAL
LENGTHSUPTOgPROVIDEEXCELLENTDESIGN
flexibility
s#HOICEOFSMOOTHPUNCHEDANTI
SKIDPUNCHED
or solid unpunched surfaces

United Interlock® Grating

Index

s4HREELEGHEIGHTSANDTWOMATERIALGAUGES
meet a wide range of load, space and budget
REQUIREMENTS
221

Plank Grating

11¼4" System

UNITED INTERLOCK® GRATING SYSTEMS—6" AND 9"
4 3⁄ 4" or 7 1⁄ 2"

9'' or 6''
B
Leg
Height

9'' or 6''
B
Leg
Height

B

1

¼16" System
13

Fiberglass System
Special Metals

3

1
⁄ 8"
Nom.

⁄ 2"

⁄ 4"

3

⁄ 4"

[DM] Double-Male Leg
Anti-skid Rib

9" Wide Planks (14 Ga, 18 Ga, 0.080 Aluminum)
Leg
Leg
Finish Slotted, AntiUnWt.
Wt.
2
Height Shape Material Smooth Skid punched Lbs./Ft Lbs./Ft
G91141 G91142 G91143
DM
3.5
4.7
PG
G92141
G92142
G92143
14
Ga.
MF
3.5
4.7
11⁄2"
G91181 G91182 G91183
DM
2.3
3.1
PG
G92181 G92182 G92183
18 Ga.
MF
2.3
3.1
G91241 G91242 G91243
DM
4.0
5.3
PG
G92241 G92242 G92243
14 Ga.
MF
4.0
5.3
G91281 G91282 G91283
DM
2.7
3.6
PG
21⁄2"
G92281 G92282 G92283
18 Ga.
MF
2.7
3.6
G91221 G91222 G91223
DM
1.5
2.0
AL
0.080" G92221 G92222 G92223
MF
1.5
2.0
G91341 G91342 G91343
DM
4.8
6.4
PG
G92341 G92342 G92343
14 Ga.
MF
4.8
6.4
4"
G91381 G91382 G91383
DM
3.2
4.3
PG
G92381 G92382 G92383
18 Ga.
MF
3.2
4.3

Anti-Skid Surface Shown

6" Wide Planks (14 Ga, 18 Ga, 0.080 Aluminum)
Leg
Leg
Finish Slotted, AntiUnWt.
Wt.
2
Height Shape Material Smooth Skid punched Lbs./Ft Lbs./Ft
G61141 G61142 G61143
DM
2.7
5.4
PG
G62141
G62142
G62143
14
Ga.
MF
2.7
5.4
11⁄2"
G61181 G61182 G61183
DM
1.8
3.6
PG
18 Ga. G62181 G62182 G62183
MF
1.8
3.6
G61241 G61242 G61243
DM
3.4
6.8
PG
14 Ga. G62241 G62242 G62243
MF
3.4
6.8
G61281
G61282
G61283
DM
2.2
4.4
PG
21⁄2"
18 Ga. G62281 G62282 G62283
MF
2.2
4.4
G61221 G61222 G61223
DM
1.2
2.3
AL
0.080" G62221 G62222 G62223
MF
1.2
2.3
G61341 G61342 G61343
DM
4.2
8.4
PG
14 Ga. G62341 G62342 G62343
MF
4.2
8.4
4"
G61381 G61382 G61383
DM
2.8
5.6
PG
18 Ga. G62381 G62382 G62383
MF
2.8
5.6

Note: 3TANDARDGRATINGLENGTHSAREgORg$-n$OUBLE-ALE-&n-ALE
&EMALE
Unpunched smooth surface grating is also available for special applications. Contact Unistrut for more information.

UNITED INTERLOCK® GRATING SYSTEMS—12"

PrimeAngle

101⁄ 2"

⁄"

34

3

⁄ 4"

12''

18 gauge

21 ⁄ 2"

Metal Grating

[MF] Male-Female Leg
12''
18 gauge

21 ⁄ 2"

[DM] Double Male Leg

12" Wide Planks, 18 Gauge
Leg
Height
21⁄2"

Index

Roofwalk

⁄ 4"

B
[DM] Double Male Leg

Male-Female Leg

3

222

Leg
Shape
DM
MF

Finish
Material
PG
18 Gauge

Slotted,
Smooth
G 11281
G 12281

Anti-Skid
G 11282
G 12282

For Light Traffic Applications
)DEALFORMEZZANINESANDOTHERLARGE
AREAAPPLICA
TIONSEXTRA
WIDEINTERLOCKINGPLANKGRATING
is designed to simplify installation and reduce the
cost of mezzanines, flooring, decking, staging plat
FORMS2OOFWALKS® and similar applications. With a
43% open area, it allows water, light and air to pass
through.
7ITHITSEXTRAWIDTH5NISTRUTWIDEPLANKGRATING
covers more area with fewer planks, lowering instal
LATIONCOSTS)TSHIGHSTRENGTH
TO
WEIGHTRATIOˆ
gauge, 21⁄2LEGHEIGHTˆMAKESITIDEALFORCOVERING
LARGELIGHT
TRAFlCAREAS)TSSNAP
TOGETHERFRICTIONlT
make it easy to install, with no welding or bolting
REQUIRED
-ADEOFPRE
GALVANIZEDSTEELITSMAINTENANCE
FREE
and long lasting. Specifiers can choose a smooth or
ANTI
SKIDSURFACETOMEETAWIDEVARIETYOFAPPLICA
tion needs.

United Interlock® Grating

Accessories

Filler Panel

11¼4" System

FILLER PANEL

¼16" System

Plank

Description
3" Wide x 11»2" Leg Height

G31283 PG

3" Wide x 21»2" Leg Height

G31383 PG

3" Wide x 4" Leg Height

Fiberglass System

Part No.*
G31183 PG

13

Beam Clip

0ROVIDEDINSTANDARDLENGTHSOFgANDg

Description

G603 PG

10 ga.- for 9" wide heavy duty stair treads
( 9»16" hole and 11»2" x 9»16" slot)

G618 PG

10 ga. for 101»2" wide stair treads
(9»16" hole and 11»2" x 9»16" slot)

G642 PG

10 ga. for 11" wide stair treads
(9»16" hole and 11»2" x 9»16" slot)

Provides easy attachment of stair treads to support structures and stringers.

Plank

PrimeAngle

Part No.*

Special Metals

CARRIER PLATE

Carrier Plate

Metal Grating

HEEL/TOE SIDE PLATES – 61»2" AND 8" HEIGHTS

Side Plate

Part No.*
G631 PG*

Roofwalk

Plank

Description

14 ga. x 61⁄2HIGHXgLONG

Index

G621 PG
GAXHIGHXgLONG
Forms a curb along grating length that defines a structure’s side
edge, and helps contain loose objects.


0ARTNUMBERSSHOWNAREFORGALVANIZED-OSTACCESSORIESAREALSOAVAILABLEINALUMINUM
United Interlock® Grating

CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK

223

Accessories

11¼4" System

HEEL/TOE END PLATES – 61»2" AND 8" HEIGHTS

End Plate

Part No.*

Description

G622 PG

14 ga. x 61»2" high x 12' long

G623 PG

14 ga. x 8" high x 12' long

Forms a curb along grating ends that defines a structure’s edge,
and helps contains loose objects.

HOLD DOWN CLIP

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

Plank

Part No.

Description

G639 PG

11»2" leg height

G607 PG*

2 »2" leg height

G620 PG

4" leg height

1

Hold
Down
Clip

Plank
Ribs
Plank

!GAUGEATTACHMENTFORFASTENINGGRATINGTOSUPPORTSTRUCTURE
BELOW!TTACHESTHROUGHTOPSIDEOFGRATING

Self-Drilling,
Self-Tapping
Screw

“J” BOLT/NUT LOCK WASHER
Part No.*
G600 EG

Description

Plank

“J” Bolt

Index

Roofwalk

⁄16X1⁄2
!TTACHMENTFORFASTENINGPANELSTOSUPPORTING
members from underside of grating.
5


0ARTNUMBERSSHOWNAREFORGALVANIZED-OSTACCESSORIESAREALSOAVAILABLEINALUMINUM
224

United Interlock® Grating

Accessories

Part No.*
G640 EG

11¼4" System

GRATING BEAM CLAMP
Plank

Description

Beam clamp

!TTACHESGRATINGTOSTRUCTURAL)
BEAMS
2EQUIRESNOWELDINGORDRILLING

13

¼16" System

Grating
Beam
Clamp

Fiberglass System

LIGHT GAUGE BEAM CLIP
Plank

Beam Clip

Description

,IGHT'AUGE"EAM#LIP

1UICKLYATTACHESGRATINGTORACKORSHELVINGBEAMS
2EQUIRESSELF
DRILLINGSELF
TAPPINGSCREWˆ'(43%'
NOTINCLUDED	

EG

RECESSED WASHER

Recessed
Washer

Plank
Ribs
Plank

Bolt Attached
to Support
Structure

G714 EG

Description

Roofwalk

Part No.*

PrimeAngle

G124 EG

Metal Grating

Part No.*

Special Metals

Self-Drilling,
Self-Tapping
Screw

1 ⁄X ⁄GAUGESQUAREWASHER
1

1

Index

(OLDSDOWNGRATINGFROMABOVE%LIMINATESTRIPPOINTS


0ARTNUMBERSSHOWNAREFORGALVANIZED-OSTACCESSORIESAREALSOAVAILABLEINALUMINUM
United Interlock® Grating

225

!NYONEWHOHASSLIPPEDONASTAIRWAYCAN
APPRECIATETHESAFETYOFTHEANTI
SKIDSTAIRTREADS
4HOSEWHOHAVETRIEDTOCLEANSOLID
SURFACESTAIRS
CANAPPRECIATEOURMAINTENANCE
FREESLOTTEDDESIGN
WHICHISBOTHRUST
RESISTANTANDSELF
CLEANING
United’s stair treads make it easy for you to meet
/3(!REGULATIONS&ACTORSTOCONSIDERWHENSELECT
INGSTAIRTREADSINCLUDELOADSIMPACTFREQUENCYOF

Roofwalk
Index

9" Stair Tread

14 gauge x 21⁄2X
Completely galvanized,
WELDEDGAUGE
end plates

Part No.*

Length (in.)

G 900-24 PG

24

G 900-30 PG

30

G 900-36 PG

36

G 900-42 PG

42

G 900-48 PG

48

G 900-60 PG

60

9"
11⁄4"

21⁄2 "
4 1⁄ 2"

11⁄4"

101⁄2" Stair Tread

14 gauge x 21⁄2X1⁄2
Completely galvanized,
WELDEDGAUGEENDPLATES

USEANDFUTUREUSE/UR ⁄2ANDTREADFEATURES
ACHECKER
PLATENOSINGTHATSTRENGTHENSTHETREADAND
INCREASESTHEWIDTHOFTHEBASICTREAD
The failure loading data shown below indicates
ULTIMATEFAILUREINPOUNDSATVARIOUSSPANS!1⁄2
DIAMETERLOADWASAPPLIEDTOTHEOUTEREDGEOFA
WIDESTAIRTREADATTHECENTEROFTHESPANWIDE
stair treads are also available.
1

The stair treads
can also be used
with Unistrut Metal
Framing as shown
here to create a stair
with guide rail

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

11¼4" System

Heavy-Duty Stair Treads

Part No.*

Len. (in.)

G 901-24 PG

24

G 901-30 PG

30

G 901-36 PG

36

G 901-42 PG

42

G 901-48 PG

48

G 901-60 PG

60

101»4"

2 1» 2"

11»4"

2"

71»4"

7

» 8"

11" Stair Treads

14 gauge x 21⁄2X#OMPLETELYGALVANIZEDWELDED

GAUGEENDPLATES
Part No.*

Len. (in.)

G 904-24 PG

24

G 904-30 PG

30

G 904-36 PG

36

G 904-42 PG

42

G 904-48 PG

48

G 904-54 PG

54

G 904-60 PG

60

11''
11⁄4''

2''

21⁄2''

71⁄2''

11⁄4''

Ultimate Failure Loading (pounds): Interlock Grating Stair Treads—Galvanized Steel—3 Widths
Width
9"
101⁄2"
11"

2
2,200
4,325
4,325

2.5
2,050
3,900
3,900

3
1,900
3,400
3,400

Distance Between Supports (feet)
3.5
4
4.5
1,750
1,600
1,450
2,950
2,550
2,200
2,950
2,550
2,200

5
1,300
1,950
1,950

5.5
1,150
1,800
1,800

6
1,000
1,700
1,700

Note: This table represents failure loads, not design loads. Designers should apply their own safety factor to these values to
determine maximum design loads.
226

United Interlock® Grating

United Interlock® Grating

¼16" System
13

Fiberglass System
Special Metals
PrimeAngle

Testing
Unistrut is dedicated to the research, development
and testing of all our manufactured products. The
United Interlock Grating System has been tested in
ACCORDANCEWITHSECTIONOFTHE!MERICAN)RONAND
3TEEL)NSTITUTES!)3)	3PECIlCATIONSFORTHE$ESIGNOF
#OLD&ORMED3TEEL3TRUCTURAL-EMBERS
Tests for allowable loads were performed on product
randomly selected from stock. These tests were
run on simple spans with no end restrictions, over
AENDBEARING#ONCENTRATEDLOADSWEREAPPLIED
ACROSSTHEPLANKWITHABEARINGWHILEUNIFORM
loads were applied by stacking narrow strips of sheet
steel uniformly over the plank surface. Concentrated
load tests for galvanized steel grating were run on
all strength combinations for spans of 2', 3', 4', 5', 6',
ggggggANDg5NIFORMLOADTESTSFOR
GALVANIZEDSTEELWERERUNONSPANSOFggggg
ANDg
#ONCENTRATEDLOADRESULTSARETHESAMEFORAND
wide planks.
!LLOWABLECONCENTRATEDLOADSAREFOUNDBYREDUC
ing the ultimate load by 11⁄2 times the weight of the
grating and dividing the remaining load by two. This
GIVESASAFETYFACTOROF!LLOWABLEUNIFORMLOADS
were calculated by standard formulas from the results
found in the concentrated load tests.

Metal Grating

Light Traffic Areas
Floor areas immediately adjacent to racks, shelves,
conveyors, etc., are generally loaded by light traffic.
%NDSOFAISLESSINGLEAISLESETCAREFURTHEREXAMPLES
OFLIGHT
TRAFlCAREAS4HESEANDSIMILARAREASARESATIS
FACTORILYCOVEREDBYECONOMICALGRATING
Floor area beneath package conveyors or other
MATERIAL
HANDLINGDEVICESARETYPICALLYSUBJECTTO
little or no loading. However, for safety reasons,
THESEAREASMUSTBECOVERED4HEUSEOFPLANK
grating in these areas provides an economical floor
COVERINGTHATCANALSOBEUSEDASALOAD
BEARINGmOOR
IFREQUIREMENTSCHANGE

High-Traffic Areas
-EZZANINESANDAISLESFORSTOCKSTORAGEARETYPICAL
HIGH
TRAFlCZONES!SARESULTGRATINGINTHESEAREAS
must have higher fatigue strengths. High fatigue
STRENGTHSAREAVAILABLEUTILIZINGNARROWHIGH
STRENGTH
ORMID
RANGEWIDTHGRATING
Within these high traffic areas are floor sections that
receive little or no traffic, but must be covered for
SAFETYREASONS)NNOVATIVEDESIGNERSEMPLOYGRAT
INGINTHISSITUATION#OMBININGGRATINGWITHOTHER
grating widths and gauges lowers overall installed
COSTSFORHIGH
TRAFlCAPPLICATIONS

Roofwalk

Point (Concentrated) Loads
Point loads should be dis
LOAD
tributed over a minimum
of two transverse ribs,
regardless of what size
or gauge plank grating is
utilized.
Good design practice for
point loading plank grating
employs a “foot” plate at
the load point with a mini
3
MUMDIMENSIONOFX 3
This plate will assure that
the point load has been
DISTRIBUTEDOVERTHETWOTRANSVERSE
RIBMINIMUM
-AXIMUMPOINTLOADPERRIBONXGASTEEL
PLANKGRATINGISLBS!SARESULTTHROUGHTHE
USEOFTHEREQUIREDXhFOOTvPLATEAMAXIMUM
DESIGNLOADFORTHEMINIMUM
DIMENSIONFOOTPLATE
ISLBS(IGHERLOADSCANBESUPPORTEDBYTHE
transverse ribs. However, larger “foot” plates will
THENBEREQUIREDTODISTRIBUTETHEHIGHERLOADSOVER
additional ribs.

0LANK'RATINGISDESIGNEDTOPROVIDEANECONOMI
CALLIGHTWEIGHTmOORSURFACEFORLIGHT
TRAFlCAREAS
-AINTENANCEPLATFORMSACCESSWAYSANDROOFTOP
walkway applications are examples of areas where
GRATINGISTHEBESTECONOMICALCHOICE

Index

Design Considerations
Designers must consider both uniform and concen
trated loads. Design considerations are most critical
WHERELOADSARECONCENTRATEDONASMALLAREA!STHE
area of the application gets larger, the reactions ap
proach those of uniform loads.
!LTHOUGHAPLANKOFGRATINGMAYTAKEACONSIDERABLE
allowable load, there may be more deflection than
the designer feels is comfortable for foot traffic. We
believe dividing the number of inches in the span
LENGTHBYPRODUCESAREASONABLEDEmECTION
Designing for overloads and future usage is generally
a wise investment considering the costs of future
maintenance, obsolescence and replacement, as well
as the danger of accidents.

11¼4" System

Design & Testing

227

Leg
Height

Codes

6" x 14 Gauge

11⁄2"

21⁄2"

4"

6" x 18 Gauge

Leg
Height

21⁄2"

4"

6" Aluminum
(0.080)

UL

2.5
788

3
548

3.5
402

4
293

4.5
204

UD

0.05

0.08

0.12

0.16

0.20

0.22

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

CL

616

493

411

352

308

274

234

193

162

138

119

–

–

–

–

–

Leg
Height

9
–

10
–

12
–

14

0.04

0.06

0.10

0.13

0.17

0.21

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

UL

4,886

3,296

2,150

1,601

1,257

924

734

597

501

431

369

263

204

150

84

47
1.42

UD

0.15

0.17

0.18

0.22

0.26

0.36

0.41

0.45

0.47

0.52

0.61

0.81

0.89

1.13

1.33

CL

2,443

2,060

1,612

1,400

1,257

1,040

917

820

752

700

647

525

460

374

250

165

CD

0.17

0.17

0.17

0.20

0.22

0.25

0.29

0.34

0.40

0.46

0.55

0.66

0.79

0.90

1.07

1.18

UL

5,261

4,016

3,147

2,321

1,755

1,520

1,307

1,019

858

738

648

548

420

342

215

165

UD

0.08

0.10

0.11

0.13

0.16

0.16

0.17

0.23

0.27

0.33

0.40

0.52

0.65

0.82

1.07

1.18

CL

2,630

2,510

2,360

2,080

1,755

1,710

1,633

1,400

1,288

1,200

1,134

1,094

980

854

643

577

CD

0.13

0.14

0.15

0.17

0.18

0.19

0.20

0.23

0.26

0.30

0.33

0.45

0.57

0.69

0.91

1.26

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

8

9

10

12

14

UL

858

548

380

281

204

144

104

78

60

48

38

–

–

–

–

–

UD

0.05

0.08

0.12

0.16

0.20

0.22

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

CL

429

343

286

245

214

190

163

135

113

96

83

–

–

–

–

–

Distance Between Supports (Feet)

CD

0.04

0.06

0.10

0.13

0.17

0.21

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

UL

2,472

1,664

1,220

881

663

516

414

342

284

237

197

164

134

102

66

41

UD

0.14

0.15

0.16

0.21

0.26

0.31

0.36

0.38

0.44

0.47

0.49

0.79

0.89

1.12

1.37

1.58

CL

1,236

1,040

915

770

663

580

518

470

426

385

344

327

300

255

200

140
1.50

CD

0.12

0.14

0.16

0.18

0.21

0.24

0.28

0.29

0.30

0.37

0.46

0.61

0.74

0.91

1.20

UL

3,296

2,544

2,010

1,520

1,179

947

744

626

522

449

402

314

249

191

147

101

UD

0.12

0.13

0.14

0.15

0.15

0.21

0.26

0.29

0.31

0.35

0.42

0.58

0.59

0.70

0.81

0.89

CL

1,648

1,590

1,507

1,330

1,179

1,065

930

860

783

730

704

628

560

477

440

350

CD

0.11

0.12

0.13

0.14

0.14

0.17

0.18

0.22

0.26

0.28

0.32

0.39

0.48

0.51

0.88

1.07

Codes

Distance Between Supports (Feet)
2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

8

9

10

2,676

1,590

1,065

840

706

600

517

412

313

277

255

210

177

–

–

UD

0.20

0.30

0.35

0.40

0.47

0.55

0.63

0.78

1.01

1.09

1.20

1.4

1.66

–

–

CL

1,338

925

825

755

706

630

575

515

469

435

410

385

355

–

–

CD

0.16

0.20

0.25

0.31

0.36

0.45

0.54

0.67

0.81

0.90

0.99

1.12

1.27

–

–

UL

21⁄2"

8
–

CD

Codes

11⁄2"

Distance Between Supports (Feet)
5
5.5
6
6.5
7
150
113
86
68
54

2
1,232

Code Key: 5,5NIFORM,OADPOUNDSPERSQUAREFOOT	




5$$EmECTIONUNDERUNIFORMLOAD)NCHES	
#,#ONCENTRATED,OADPOUNDS	
#$$EmECTIONUNDERCONCENTRATEDLOAD)NCHES	

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

11¼4" System

Loads and Deflection – 6" Planks

228

United Interlock® Grating

Uniform Loads vs. Deflection – 6" Planks
1300

6" x 11⁄2" x 14 Ga.

2' (1232 Lbs.)

1200

Span (Max Uniform Load - Lbs.)

11¼4" System

Span (Max Uniform Load - Lbs.)

800

1100
2.5' (548 Lbs.)

700

1000
900
3' (380 Lbs.)

LOAD (Pounds)

500
3.5' (281 Lbs.)

400

5' (104 Lbs.)

300
4.5' (204 Lbs.)
200

2.5' (788 Lbs.)

800
700
600

3' (548 Lbs.)

500
3.5' (402 Lbs.)

400

5.5' (78 Lbs.)
6' (60 Lbs.)

4' (144 Lbs.)

100

6' (86 Lbs.)
6.5' (68 Lbs.)

100

7' (38 Lbs.)

7' (54 Lbs.)

0

0
0.15

0.10

0.25

0.20

0.30

0.35

0.00

0.40

0.10

0.05

0.15

DEFLECTION (Inches)

2600
2400

0.25

0.30

0.40

0.35

DEFLECTION (Inches)

6" x 21⁄2" x 18 Ga.

2' (2472 Lbs.)

0.20

6" x 21⁄2" x 14 Ga.

5200

Span (Max Uniform Load - Lbs.)

2' (4886 Lbs.)

4800

2200

4400

2000

4000

1800

Fiberglass System

0.05

Span (Max Uniform Load - Lbs.)

3600

LOAD (Pounds)

2.5' (1664 Lbs.)

1600
1400

3' (1220 Lbs.)

1200

3.5' (881 Lbs.)
4' (663 Lbs.)

1000

4.5' (516 Lbs.)
5' (414 Lbs.)
5.5' (342 Lbs.)
6' (284 Lbs.)
6.5' (237 Lbs.) 8' (164 Lbs.) 10' (102 Lbs.)
12' (66 Lbs.)
7' (197 Lbs.)
9' (134 Lbs.)
14' (44 Lbs.)

800
600
400
200

2.5' (3296 Lbs.)

3200
2800

3' (2150 Lbs.)

2400
2000

3.5' (1601 Lbs.)

1600

4' (1257 Lbs.)

5' (734 Lbs.)
5.5' (597 Lbs.)
6' (501 Lbs.)
6.5' (431 Lbs.) 8' (263 Lbs.)
7' (369 Lbs.)
9' (204 Lbs.)
10' (150 Lbs.) 12' (84 Lbs.)
14' (47 Lbs.)

4.5' (924 Lbs.)

1200
800
400

0

0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6

DEFLECTION (Inches)

DEFLECTION (Inches)

2' (3296 Lbs.)

6" x 4" x 18 Ga.

5200

Span (Max Uniform Load - Lbs.)

3000

2' (5261 Lbs.)

PrimeAngle

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6

3200

6" x 4" x 14 Ga.
Span (Max Uniform Load - Lbs.)

4800

2800
4400
4000

2400
2200

3600

LOAD (Pounds)

3' (2010 Lbs.)

2000
1800
1600

3.5' (1520 Lbs.)

1400

4' (1179 Lbs.)

1200

5' (744 Lbs.)
5.5' (626 Lbs.)
6' (522 Lbs.)
6.5' (449 Lbs.)
7' (402 Lbs.)

4.5' (947 Lbs.)

1000
800
600

8' (314 Lbs.)
9' (249 Lbs.)

0.3

0.4

0.5

0.6

2400

4.5' (1520 Lbs.)
5' (1307 Lbs.)
5.5' (1019 Lbs.)
6' (858 Lbs.)
6.5' (738 Lbs.)
7' (648 Lbs.)

1200
10' (191 Lbs.)
12' (147 Lbs.)
14' (101 Lbs.)

0
0.2

3.5' (2321 Lbs.)
4' (1755 Lbs.)

2800

1600

200
0.1

3' (3147 Lbs.)

3200

2000

400

0.0

2.5' (4016 Lbs.)

Metal Grating

2.5' (2544 Lbs.)

2600

LOAD (Pounds)

Special Metals

0.00

LOAD (Pounds)

5.5' (113 Lbs.)

4' (204 Lbs.)

200

6.5' (48 Lbs.)

5' (100 Lbs.)

4.5' (293 Lbs.)

300

0.7

0.9

1.0

1.1

8' (548 Lbs.)
12' (215 Lbs.)
9' (420 Lbs.)
10' (342 Lbs.)
14' (165 Lbs.)

400
0
0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

DEFLECTION (Inches)

Index

DEFLECTION (Inches)

0.8

800

Roofwalk

LOAD (Pounds)

600

¼16" System

6" x 11⁄2" x 18 Ga.

2' (858 Lbs.)

13

900

United Interlock® Grating

229

9" x 14 Gauge

11⁄2"

21⁄2"

Fiberglass System

4"

Leg
Height

9" x 18 Gauge

Special Metals
PrimeAngle

4"

9" Aluminum
(0.080)

Metal Grating

21⁄2"

Leg
Height

21⁄2"

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

8

9

10

12

14

UL

821

525

365

268

195

136

100

75

57

45

36

–

–

–

–

–

UD

0.05

0.08

0.12

0.16

0.20

0.22

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

CL

616

493

411

352

308

274

234

193

162

138

119

–

–

–

–

–

CD

0.04

0.06

0.10

0.13

0.17

0.21

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

UL

3,257

2,197

1,433

1,067

838

616

489

398

334

287

246

175

136

100

56

31

UD

0.15

0.17

0.18

0.22

0.26

0.36

0.41

0.45

0.47

0.52

0.61

0.81

0.89

1.13

1.33

1.42

CL

2,443

2,060

1,612

1,400

1,257

1,040

917

820

752

700

647

525

460

374

250

165

CD

0.17

0.17

0.17

0.20

0.22

0.25

0.29

0.34

0.40

0.46

0.55

0.66

0.79

0.90

1.07

1.18

UL

3,507

2,677

2,098

1,547

1,170

1,013

871

679

572

492

432

365

280

228

143

110

UD

0.08

0.10

0.11

0.13

0.16

0.16

0.17

0.23

0.27

0.33

0.40

0.52

0.65

0.82

1.07

1.18

CL

2,630

2,510

2,360

2,080

1,755

1,710

1,633

1,400

1,288

1,200

1,134

1,094

980

854

643

577

CD

0.13

0.14

0.15

0.17

0.18

0.19

0.20

0.23

0.26

0.30

0.33

0.45

0.57

0.69

0.91

1.26

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

8

9

10

12

14

UL

572

365

253

187

136

96

69

52

40

32

25

–

–

–

–

–

UD

0.05

0.08

0.12

0.16

0.20

0.22

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

CL

429

343

286

245

214

190

163

135

113

96

83

–

–

–

–

–

CD

0.04

0.06

0.10

0.13

0.17

0.21

0.25

0.27

0.30

0.32

0.35

–

–

–

–

–

UL

1,648

1,109

813

587

442

344

276

228

189

158

131

109

89

68

44

27

UD

0.14

0.15

0.16

0.21

0.26

0.31

0.36

0.38

0.44

0.47

0.49

0.79

0.89

1.12

1.37

1.58

CL

1,236

1,040

915

770

663

580

518

470

426

385

344

327

300

255

200

140

CD

0.12

0.14

0.16

0.18

0.21

0.24

0.28

0.29

0.30

0.37

0.46

0.61

0.74

0.91

1.2

1.5

UL

2,197

1,696

1,340

1,013

786

631

496

417

348

299

268

209

166

127

98

67

UD

0.12

0.13

0.14

0.15

0.15

0.21

0.26

0.29

0.31

0.35

0.42

0.58

0.59

0.70

0.81

0.89

CL

1,648

1,590

1,507

1,330

1,179

1,065

930

860

783

730

704

628

560

477

440

350

CD

0.11

0.12

0.13

0.14

0.14

0.17

0.18

0.22

0.26

0.28

0.32

0.39

0.48

0.51

0.88

1.07

Distance Between Supports (Feet)

Codes

11⁄2"

Roofwalk

Distance Between Supports (Feet)

Leg
Codes
Height

13

¼16" System

11¼4" System

Loads and Deflection – 9" Planks

Codes

Distance Between Supports (Feet)
2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

8

UL

1,784

1,060

710

560

471

400

345

275

209

185

170

140

118

UD

0.20

0.30

0.35

0.40

0.47

0.55

0.63

0.78

1.01

1.09

1.20

1.4

1.66

CL

1,338

925

825

755

706

630

575

515

469

435

410

385

355

CD

0.16

0.20

0.25

0.31

0.36

0.45

0.54

0.67

0.81

0.90

0.99

1.12

1.27

Code Key: 5,5NIFORM,OADPOUNDSPERSQUAREFOOT	

Index





230

5$$EmECTIONUNDERUNIFORMLOAD)NCHES	
#,#ONCENTRATED,OADPOUNDS	
#$$EmECTIONUNDERCONCENTRATEDLOAD)NCHES	

United Interlock® Grating

Uniform Loads vs. Deflection – 9" Planks
900

Span (Max Uniform Load - Lbs.)

9" x 11⁄2" x 14 Ga.

2' (821 Lbs.)

800

Span (Max Uniform Load - Lbs.)

11¼4" System

550
500
2.5' (365 Lbs.)

700

450

600
3' (253 Lbs.)

350

LOAD (Pounds)

300
3.5' (187 Lbs.)
250
5' (69 Lbs.)

200
4.5' (136 Lbs.)

150

400

3' (365 Lbs.)

300

3.5' (268 Lbs.)

5.5' (52 Lbs.)

5.5' (75 Lbs.)
6' (57 Lbs.)

4' (136 Lbs.)

6.5' (32 Lbs.)

50

5' (100 Lbs.)

4.5' (195 Lbs.)

200

6' (40 Lbs.)

4' (96 Lbs.)

100

2.5' (525 Lbs.)
500

6.5' (45 Lbs.)

100

7' (36

7' (25 Lbs.)

Lbs.)

0
0.10

0.15

0.25

0.20

0.30

0.35

0.00

0.40

0.05

0.10

0.15

DEFLECTION (Inches)

1800
1600

0.25

3600

9" x 21⁄2" x 18 Ga.

2' (1648 Lbs.)

0.20

0.30

0.35

0.40

DEFLECTION (Inches)

3400

Span (Max Uniform Load - Lbs.)

9" x 21⁄2" x 14 Ga.

2' (3257 Lbs.)

3200

Fiberglass System

0.05

Span (Max Uniform Load - Lbs.)

3000
1400

2800

LOAD (Pounds)

2.5' (1109 Lbs.)
1000
3' (813 Lbs.)
3.5' (587 Lbs.)
4' (442 Lbs.)

600

2.5' (2197 Lbs.)

2200
2000
1800

3' (1433 Lbs.)

1600
1400

4.5' (344 Lbs.)
5' (276 Lbs.)
5.5' (228 Lbs.)
6' (189 Lbs.)
6.5' (158 Lbs.)
7' (131 Lbs.)

400
200

3.5' (1067 Lbs.)

1200

6.5' (287 Lbs.)
8' (175 Lbs.)
7' (246 Lbs.)
9' (136 Lbs.)
10' (100 Lbs.) 12' (56 Lbs.)
14' (31 Lbs.)

400

200
0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6

DEFLECTION (Inches)

DEFLECTION (Inches)

3600

9" x 4" x 18 Ga.

3400

Span (Max Uniform Load - Lbs.)

2000
1800

9" x 4" x 14 Ga.
Span (Max Uniform Load - Lbs.)

3000

2.5' (1696 Lbs.)

2800

2.5' (2677 Lbs.)

2600

1400

2400

3' (1340 Lbs.)

LOAD (Pounds)

LOAD (Pounds)

2' (3507 Lbs.)

3200

1600

1200
3.5' (1013 Lbs.)
1000

4' (786 Lbs.)

800

5' (496 Lbs.)
5.5' (417 Lbs.)
6' (348 Lbs.)
6.5' (299 Lbs.)
7' (268 Lbs.)

4.5' (631 Lbs.)

600
400

0.2

0.3

0.4

0.5

0.6

0.7

DEFLECTION (Inches)

United Interlock® Grating

3' (2098 Lbs.)

2000

3.5' (1547 Lbs.)
4' (1170 Lbs.)

1800
1600

4.5' (1013 Lbs.)

1400

5' (871 Lbs.)
5.5' (679 Lbs.)
6' (572 Lbs.)
6.5' (492 Lbs.)
7' (432 Lbs.)

1000
8' (209 Lbs.)
9' (166 Lbs.)

800
10' (127 Lbs.)
12' (98 Lbs.)
14' (67 Lbs.)

0
0.1

2200

1200

200
0.0

Lbs.)

6' (334 Lbs.)

600
8' (109 Lbs.) 10' (68 Lbs.) 12' (44 Lbs.)
9' (89 Lbs.)
14' (27 Lbs.)

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6

2' (2197 Lbs.)

5.5' (398

4.5' (616 Lbs.)

800

0

2200

5' (489 Lbs.)

4' (838 Lbs.)

1000

Metal Grating

800

2400

0.8

0.9

1.0

1.1

600

8' (365 Lbs.)
12' (1432 Lbs.)
9' (280 Lbs.)
10' (228 Lbs.)
14' (110 Lbs.)

400
200
0
0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

DEFLECTION (Inches)

Index

LOAD (Pounds)

2600
1200

Special Metals

0.00

PrimeAngle

0

Roofwalk

LOAD (Pounds)

400

¼16" System

9" x 11⁄2" x 18 Ga.

2' (572 Lbs.)

13

600

231

Concentrated Loads vs. Deflection – 6" & 9" Planks

700

6" x 11⁄2" x 18 Ga.
2' (429 Lbs.)

600

400

3.5' (245 Lbs.)
4' (214 Lbs.)
4.5' (190 Lbs.)

200

5' (163 Lbs.)
5.5' (135 Lbs.)

LOAD (Pounds)

LOAD (Pounds)

3' (286 Lbs.)

300

3' (411 Lbs.)
400

3.5' (352 Lbs.)
4' (308 Lbs.)
4.5' (274 Lbs.)
5' (234 Lbs.)
5.5' (193 Lbs.)
6' (162 Lbs.)
6.5' (138 Lbs.)
7' (119 Lbs.)

300

200

6' (113 Lbs.)
6.5' (96 Lbs.)

100

Fiberglass System

2.5' (493 Lbs.)

500

2.5' (343 Lbs.)

7' (83 Lbs.)

100

0
0.00

0.05

0.15

0.10

0.20

0.25

0.30

0.35

0.00

0.40

0.10

0.05

2600

6" x 21⁄2" x 18 Ga.

2' (1236 Lbs.)

0.30

0.35

0.40

6" x 21⁄2" x 14 Ga.

2' (2443 Lbs.)

2400

Span (Max Concentrated Load - Lbs.)

Span (Max Concentrated Load - Lbs.)

2200

1100

2000

1000
3' (915 Lbs.)

1800

LOAD (Pounds)

900
800
700

4' (663 Lbs.)

600
5' (518 Lbs.)

500

6' (426 Lbs.)

400

7' (344 Lbs.)
8' (327 Lbs.)

3' (1612 Lbs.)

1600
1400

4' (1257 Lbs.)

1200
1000

5' (917 Lbs.)
6' (752 Lbs.)
7' (647 Lbs.)
8' (525 Lbs.)

800
600

10' (255 Lbs.)
12' (200 Lbs.)
14' (140 Lbs.)

300
200

10' (374 Lbs.)

400

100

200

0

0
0.0

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6

PrimeAngle

0.25

DEFLECTION (Inches)

1300
1200

0.20

0.15

DEFLECTION (Inches)

LOAD (Pounds)

Special Metals

Span (Max Concentrated Load - Lbs.)

2' (616 Lbs.)

0

14' (165 Lbs.)
0.1

0.2

0.3

0.4

DEFLECTION (Inches)

1800
1600

2800

6" x 4" x 18 Ga.

2' (1648 Lbs.)

12' (250 Lbs.)

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

DEFLECTION (Inches)

2' (2630 Lbs.)

6" x 4" x 14 Ga.

2600

Span (Max Concentrated Load - Lbs.)

Span (Max Concentrated Load - Lbs.)

2400

3' (1507 Lbs.)

3' (2360 Lbs.)

2200

1400

2000
1200

4' (1179 Lbs.)

LOAD (Pounds)

LOAD (Pounds)

Metal Grating

6" x 11⁄2" x 14 Ga.

Span (Max Concentrated Load - Lbs.)

13

¼16" System

11¼4" System

500

1000
5' (930 Lbs.)
6' (783 Lbs.)

800

7' (704 Lbs.)
8' (628 Lbs.)
10' (477 Lbs.)

600

5' (1633 Lbs.)

1600
1400

6' (1288 Lbs.)
7' (1134 Lbs.)

1200

8' (1094 Lbs.)

1000
12' (440 Lbs.)

400

Roofwalk

4' (1755 Lbs.)

1800

10' (854 Lbs.)
12' (643 Lbs.)
14' (577 Lbs.)

800

14' (350 Lbs.)
16' (304 Lbs.)

600
400

200

200
0

0
0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

1.0

1.1

1.2

1.3

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

DEFLECTION (Inches)

Index

DEFLECTION (Inches)

0.9

232

United Interlock® Grating

2

2.5

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

8

9

10

UL

750

600

500

370

285

225

180

150

127

–

–

–

–

–

–

UD

0.04

0.07

0.11

0.16

0.20

0.25

0.31

0.37

0.44

–

–

–

–

–

–

CL

560

560

560

560

560

500

455

415

380

–

–

–

–

–

–

CD

0.02

0.04

0.07

0.11

0.16

0.20

0.25

0.30

0.35

–

–

–

–

–

–

Code Key: 5,5NIFORM,OADPOUNDSPERSQUAREFOOT	
5$$EmECTIONUNDERUNIFORMLOAD)NCHES	
#,#ONCENTRATED,OADPOUNDS	
#$$EmECTIONUNDERCONCENTRATEDLOAD)NCHES	

800
750

13





800

12" x 21⁄2" x 18 Ga.

12" x 21⁄2" x 18 Ga.

2' (750 Lbs.)

Span (Max Concentrated Load - Lbs.)

Span (Max Uniform Load - Lbs.)

700

700

650
600

2.5' (600 Lbs.)

600

2', 2.5',

3',

3.5',

4' (560 Lbs.)
4.5' (500 Lbs.) 5' (455 Lbs.)

450
400

3.5' (370 Lbs.)

350
4' (285 Lbs.)

300

500

5.5' (415 Lbs.)
6' (380 Lbs.)

400
300

Special Metals

3' (500 Lbs.)

LOAD (Pounds)

4.5' (225 Lbs.)

250

5' (180 Lbs.) 5.5' (150 Lbs.)
6' (127 Lbs.)

200
150
100

200
100

50
0

0
0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.40

0.45

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

DEFLECTION (Inches)

Roofwalk

Metal Grating

PrimeAngle

DEFLECTION (Inches)

0.35

Index

LOAD (Pounds)

550
500

11¼4" System

21⁄2"

Distance Between Supports (Feet)

Codes

¼16" System

Leg
Height

Fiberglass System

12" x 18
Gauge

Loads and Deflection – 12" Planks

United Interlock® Grating

233

Architectural Specificaitons

11¼4" System

1. GENERAL
1.1 Scope of Work

!0ROVIDEALLMATERIALANDLABORREQUIREDFORTHE
interlocking plank grating as indicated in the
contract documents.

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

1.2 Related Work Specified Elsewhere

!3TRUCTURAL3TEEL
"#OLD&ORMED-ETAL&RAMING
#-ETAL&ABRICATIONS

#4HEALTERNATESUBSTITUTE	PRODUCTMUSTBEA
PROVENEQUIVALENTTOTHATSPECIFIEDBYSUBMITTING
technical data, test reports, samples, typical details,
comparative layout and engineering calculations
for evaluation.
$4HEACCEPTANCEOFANALTERNATESUBSTITUTE	
product is at the discretion of the owner or his
agents, whose decision shall be final.
2.2 Products

!'RATINGSHALLBE5NITED)NTERLOCK0LANK'RATING
System, as manufactured by Unistrut,
!-ATERIALSHALLBEPROVIDEDBYAQUALIFIEDCONTRACTOR
3,ATHROP!VE(ARVEY),53!	
WITHATLEASTFIVE	YEARSEXPERIENCEINTHE
0HONE	

manufacture of interlock grating. Contractor shall
"-ATERIALSSHALLCONFORMTO!34-!'RADE!
demonstrate experience in projects of similar
WITHA#LASS'
COATING
scope.
#-ATERIALSHALLBE????????GAUGE7ITHALEG
"!NTI
3KIDSURFACEDGRATINGSHALLCONFORMTO&EDERAL
height of ________inches.
3PECIFICATION22
'
!
D. The surface pattern shall provide a minimum of
C. The Grating shall be designed to withstand the
35% but not more than 42% open area. Openings
following load criteria:
SHALLBEAMINIMUMOFLONGANDAMAXIMUMOF
3
 5NIFORM,IVE,OAD __________________ psf.
⁄4WIDTH4HESURFACESHALLBE????????
 #ONCENTRATED,OAD _________________ lbs.
!NTI
3KIDSURFACESHALLPROVIDE POSITIVE
TRACTIONANDBEMADEOFTAPEREDSELF
CLEANING
D. Contractor shall certify that grating has been
teeth, approximately 1⁄HIGH
tested, indicating maximum allowable uniform and
concentrated loads, with a factor of safety of 2, per
!NTI
3KIDSURFACETEETHSHALLHAVESLOTS
!)3#3ECTION
approximately 1⁄16WIDEBY3⁄LONGUNIFORMLY
SPACEDWITHAMINIMUMOFANDA
%)FPRODUCTISREQUIREDINNUCLEARANDORSAFETY
MAXIMUMOFTEETHPERSQUAREFOOT
related application, it shall be supplied under the
REQUIREMENTSOFNUCLEARSPECIFICATION#&2
appendix B.
3. INSTALLATION
1.3 Quality Assurance

1.4 Submittals

!#ONTRACTORSHALLSUBMITSHOPDRAWINGSSHOWING
grating layout, support structure and detailed
sections depicting assembly.
2. PRODUCTS
2.1 Acceptable Manufacturer

!)NORDERTODEFINETHEREQUIREMENTSFORQUALITY
function, sizes, gauges, surfaces, etc., these material
specifications designate manufacturers, brands and
other pertinent data that describe the minimum
product standards of the products that conform to
THEPROJECTSREQUIREMENTS
B. Products of other manufacturers may also be
acceptable, provided that such products are
EQUIVALENTTOORBETTERTHANTHOSESPECIFIED
and, further, that use of such substitute products
will not involve additional cost to owner due to
POSSIBLEREQUIREDCHANGESTOACCOMMODATETHEM
234

3.1 Site Examination

!#ONTRACTORSHALLEXAMINETHESUPPORTSTRUCTURE
work area and conditions for the grating
installation. If the supports, area or conditions are
not satisfactory, installation shall not commence
until satisfactory conditions are present.
3.2 Erection

!'RATINGSHALLBEINSTALLEDASDETAILEDONTHE
approved shop drawings.
B. Grating shall be installed in single, unspliced
SECTIONSFORALLREQUIREMENTSTOgLENGTHS
#'RATINGSHALLINTERLOCKWITHMALE
FEMALELEGS
providing a lock prohibiting horizontal movement.
The outside leg of all members shall be male.
D. Connections of grating to support elements shall
be by bolting, clamping, screwing, welding or use
OFAMANUFACTURERSAPPROVEDHOLD
DOWNCLIP

United Interlock® Grating

ROOFWALKS®
Roofwalks® Planks .................................................................. 236
Hardware for Membrane, Foam or Coated Roof.................. 236
Standing Seam Installation .................................................... 236

PROTECT ROOFS FROM
BIGFOOT WITH ROOFWALKS®
ROOFTOP WALKWAYS
Roofwalks walkways are your low-cost solution to
damage caused by rooftop foot traffic. On membrane,
built-up, foam and coated roofs, they protect against
puncture, abrasion and wear. On standing-seam metal
ROOFSWORKERSOFALLSIZESnEVENTHE"IGFOOTSOF
THEWORLDnCANWALKSAFELYONTHEANTI
SKIDSURFACE
without causing seam distortion,“dishing” or harmful
stress to roof panels. Steel planks are strong yet lightweight, making installation quick and easy. Thanks
to special system hardware, no roof penetration is
required for anchoring. Roofwalks are versatile and
adapt to any roofing system.

ROOFWALKS® SYSTEMS WILL…
UÊ*ÀœÛˆ`iÊ>ÊÃ>viÊÜ>ŽÜ>ÞÊvœÀÊÀœœv̜«ÊÌÀ>vvˆV
UÊ*ÀœÌiVÌÊ̅iÊÀœœvÊvÀœ“ÊvœœÌÊÌÀ>vvˆV
UÊ,iÈÃÌÊÜi>̅iÀʈ˜ÊiˆÌ…iÀÊ}>Û>˜ˆâi`ÊÃÌiiÊœÀÊ
aluminum finish
UÊ
ÌÌ>V…Ê̜Ê>Ê“iÌ>ÊÃÌ>˜`ˆ˜}‡Ãi>“ÊÀœœvÃ
(including metric)

ROOFWALKS® SYSTEMS WILL NOT…
UÊ*i˜iÌÀ>ÌiÊÀœœv̜«ÊÃÕÀv>Vi
(except on rib roofs)
UÊ/À>«ÊÜ>ÌiÀÊ
…like rubber pads will
UÊ
ÕÀÊV>ÕȘ}ÊÌÀˆ«Ê…>â>À`ÃÊ
…like rubber pads will
UÊˆÃ>««i>Àʈ˜Ê؜ÜÊ
…like rubber pads will
UÊ,œÌʜÀÊ`ˆÃˆ˜Ìi}À>ÌiÊ
…like wood or patio blocks will

Roodfwalks® Rooftop Walkways
PrimeAngle

235

11¼4" System

ROOFWALK GRATING PLANKS

18 GAUGE

9'' or 6''
B

3

Leg
Height

Leg
Height

B

¼ " System

Male-Female Leg

⁄ 4"

3

B
[DM] Double Male Leg

13 16

4 3⁄ 4" or 7 1⁄ 2"

9'' or 6''
B

1

1
⁄ 8"
Nom.

⁄ 2"

⁄ 4"

3

⁄ 4"

Double-Male Leg

Interlocking Planks 20' or 24' planks in 6", 9" or 12" widths roll formed from
18 gauge galvanized steel (G-90 coating). Planks available with double-male or
male-female leg shapes. Anti-Skid surface and 21⁄2" leg height, standard.

Anti-Skid Rib

Anti-Skid Surface Shown

Roofwalk Grating (20' & 24' Stock Lengths)
Leg Height: 21⁄2"; Finish: PG; Surface: Anti-Skid

G 91282
G 92282
G 61281
G 62281
G 11282
G 12282

Plank
Width
9"
6"
12"

Leg Shape
DM
MF
DM
MF
DM
MF

Weight
Lbs./Ft.

2.7
2.7
2.3
2.3
3.2
3.2

MEMBRANE / COMPOSITE INSTALLATION

STANDING SEAM INSTALLATION

Installation on a membrane roof uses the support stands or the
Unipier® sleeper support as a mounting platform.

Installation on a standing seam room uses a custom support plate
specifically designed for each manufacturers standing seem roof
to form a mounting platform.

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

Part No.

Refer to our website (www.unistrut.com) for detailed installation
instructions and a description of the mounting hardware used.

236

The mounting hardware also depends on the specific standing
seem room. Refer to our website (www.unistrut.com) for
detailed installation instructions and a description of the
mounting hardware used.
Roodfwalks® RooftopPrimeAngle
Walkways

PRODUCT INDEX
200..................................................................201
004M007 thru 034M040 ...............................114
004T008 thru 098N106, 009N012 thru 106N114 .
113
1.5 Pipe Strap .................................................158
1.5 Pipe Support .............................................158
1.5 Spacer ......................................................160
10-DS .............................................................163
10-H ................................................................163
12-BS..............................................................158
16-BS..............................................................157
16-BS..............................................................158
16-H ................................................................163
16-H Base.......................................................161
16-H-DB..........................................................163
2.5-CS ............................................................157
2.5-CS-7 .........................................................157
2.5-SB-H .........................................................162
20-BS..............................................................157
20-BS-7 ..........................................................157
24-BS-4 ..........................................................157
3-R Spacer .....................................................160
3-R-2...............................................................158
3-R-2 Pipe Strap .............................................158
3-R-4...............................................................158
3-R-4 Pipe Strap .............................................158
3-RAH .............................................................159
3-RAH .............................................................160
3-RAH Pipe Strap ...........................................159
4-RAH-7..........................................................160
5-R ..................................................................158
5-RAH .............................................................159
5-SB-H ............................................................162
6-DS, 6-DSA ...................................................163
6-H ..................................................................163
6-H Base.........................................................161
6-RAH .............................................................159
6-RAH Pipe Strap ...........................................159
8-DS, 8-DS-DB, 8-DSA...................................163
8-H ..................................................................163
8-H Base.........................................................161
8-H-DB............................................................163
8-RAH .............................................................159
8-RAH Pipe Strap ...........................................159
8-SB-H, 8-SB-HD ...........................................162
A1000 .............................................................171
A1000 EA........................................................211
A1001 .............................................................171
A1001A ...........................................................172
A1001B ...........................................................172
A1001C ..........................................................172

A1006 .............................................................178
A1007 .............................................................178
A1008 .............................................................178
A1026 .............................................................179
A1031 .............................................................179
A1036 .............................................................179
A1047 .............................................................180
A1063 .............................................................178
A1065 .............................................................178
A1066 .............................................................179
A1068 .............................................................179
A1184 .............................................................178
A1184P ...........................................................178
A1191 .............................................................178
A1280 .............................................................178
A1325 .............................................................179
A1326 .............................................................179
A1458 .............................................................179
A2084 .............................................................179
A2110 .............................................................179
A2126 ............................................................179
A2223 .............................................................179
A2227 .............................................................179
A2324 .............................................................179
A2345 .............................................................179
A2472 .............................................................179
A2492 .............................................................180
A2494 .............................................................180
A2608 thru A2617 .........................................180
A3006 .............................................................178
A3007 .............................................................178
A3008 .............................................................178
A3016 .............................................................178
A3300 .............................................................173
A3301 .............................................................173
A3347 .............................................................180
A4000 .............................................................175
A4000 EA........................................................211
A4001 .............................................................175
A4001 EA........................................................212
A4006 .............................................................178
A4007 .............................................................178
A4008 .............................................................178
A4047 .............................................................180
A4280 .............................................................178
A5000 .............................................................177
A5006 .............................................................178
A5007 .............................................................178
A5008 .............................................................178
A5047 .............................................................180
A5280 .............................................................178

CG-10 thru CG-40 ........................................116
Deck Plates 12 SS..........................................160
Deck Plates 18 SS..........................................160
F100 ...............................................................202
F1000E ...........................................................197
F10PU ............................................................196
F12PU ............................................................196
F200-3827 thru F200-3843.............................198
F200-4101 ......................................................202
F200-4217 thru F200-4343.............................196
F20E-5000 ......................................................198
F20N ...............................................................203
F20P-1000, F20V-1000 ..................................194
F20P-1100, F20V-1100 ...................................194
F20P-1200, F20V-1200 ..................................194
F20P-1300, F20V-1300 ..................................194
F20P-2000 SST, F20V-2000 SST...................195
F20P-2000, F20V-2000 ..................................193
F20P-2100 SST, F20V-2100 SST...................195
F20P-2100, F20V-2100 ..................................193
F20P-2200 SST, F20V-2200 SST...................195
F20P-2200, F20V-2200 ..................................193
F20P-2300 SST, F20V-2300 SST...................195
F20P-2300, F20V-2300 ..................................193
F20P-2500, F20V-2500 .................................199
F20P-2502, F20V-2502 ..................................199
F20P-2504, F20V-2504 ..................................199
F20P-2506, F20V-2506 ..................................199
F20P-2508, F20V-2508 ..................................199
F20P-2510, F20V-2510 ..................................199
F20P-2512, F20V-2512 ..................................199
F20P-2514, F20V-2514 ..................................199
F20P-2516, F20V-2516 ..................................199
F20P-2518, F20V-2518 ..................................199
F20P-2520, F20V-2520 ..................................199
F20P-2522, F20V-2522 ..................................199
F20P-2524, F20V-2524 ..................................199
F20P-2526, F20V-2526 ..................................200
F20P-2528, F20V-2528 ..................................200
F20P-2530, F20V-2530 ..................................200
F20P-2534, F20V-2534 ..................................200
F20P-2540, F20V-2540 ..................................200
F20PU ............................................................196
F20PU ............................................................200
F250E .............................................................197
F250PU ..........................................................197
F312PU ..........................................................196
F375E .............................................................197
F375PU ..........................................................203
F375PU-000 thru F375PU-300.......................197
F375PU-CN ....................................................196
237

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

11¼4" System

Part Number Index
F375PU-CNHD ...............................................196
F375PU-FN-000 .............................................197
F500E-999 ......................................................197
F500PU ..........................................................196
F500PU ..........................................................196
F500PU ..........................................................203
F500PU-000 ...................................................197
F500PU-FN-000 .............................................197
F50PU ............................................................200
F50PU-500SP ................................................197
F625E-999 ......................................................197
F625PU ..........................................................196
F625PU-000 thru F625PU-350.......................197
F625PU-125 ...................................................197
F625PU-FN-000 .............................................197
F750E-999 ......................................................197
F750PU ..........................................................196
F750PU-FN-000 .............................................197
FAIC-EC .........................................................198
FCVHPU .........................................................202
FPCR ..............................................................201
FPS.................................................................201
FRGBC ...........................................................203
FUB ................................................................198
G 11282 ..........................................................236
G 12282 ..........................................................236
G 61281 ..........................................................236
G 62281 ..........................................................236
G 91282 ..........................................................236
G 92282 ..........................................................236
G11281 ...........................................................222
G12281 ...........................................................222
G124 ...............................................................225
G31183 thru G31383 ......................................223
G600 thru G639 ..............................................224
G603 thru G642 ..............................................223
G61141 thru G61143 ......................................222
G61181 thru G61183 ......................................222
G61221 thru G61223 ......................................222
G61241 thru G61243 ......................................222
G61281 thru G61283 ......................................222
G61341 thru G61343 ......................................222
G61381 thru G61383 ......................................222
G62141 thru G62143 ......................................222
G62181 thru G62183 ......................................222
G62221 thru G62223 ......................................222
G62241 thru G62243 ......................................222
G62281 thru G62283 ......................................222
G62341 thru G62343 ......................................222
G640 ...............................................................225
G714 ...............................................................225
G900 thru G904 ..............................................226
G91141 thru G91143 ......................................222
238

G91181 thru G91183 ......................................222
G91221 thru G91223 ......................................222
G91241 thru G91243 ......................................222
G91281 thru G91283 ......................................222
G91341 thru G91343 ......................................222
G91381 thru G91383 ......................................222
G92141 thru G92143 ......................................222
G92181 thru G92183 ......................................222
G92221 thru G92223 ......................................222
G92241 thru G92243 ......................................222
G92281 thru G92283 ......................................222
G92341 thru G92343 ......................................222
G92381 thru G92383 ......................................222
HCSS................................................................74
HFLW................................................................75
HFMS ...............................................................74
HHCS ...............................................................74
HHXN ...............................................................75
HLKW ...............................................................75
HOCW ..............................................................76
HRCN ...............................................................75
HRMS ...............................................................74
HSHS................................................................74
HSQN ...............................................................75
HSQN050 .......................................................144
HTHR................................................................75
J1205 thru J1280 ............................................117
K1062 ...............................................................76
K1063 ...............................................................76
K1064 ...............................................................76
LS 410 ............................................................106
LS 500 ............................................................106
M2037.............................................................133
M2050.............................................................133
M2137.............................................................133
M2150.............................................................133
M2250.............................................................133
M2350.............................................................133
M24.................................................................144
M2506.............................................................144
M2508.............................................................144
M2510.............................................................144
M2512.............................................................144
M2523.............................................................144
M2524.............................................................144
MU025 thru MU400 ...................................... 111
P1000 ...............................................................24
P1000 DS .........................................................24
P1000 EA........................................................211
P1000 H3, P1000 HS, P1000 KO, P1000 SL ...24
P1000 SS .......................................................209
P1000 T ............................................................24
P1000HS SS ..................................................209

P1000T SS .....................................................209
P1001 ...............................................................24
P1001 3 ............................................................27
P1001 A, P1001 A3, P1001 B, P1001 B3 .........27
P1001 C, P1001 C3, P1001 C41, P1001 D3....27
P1001 EA........................................................211
P1001 SS .......................................................209
P1001 T ............................................................27
P1003 ...............................................................27
P1004 A ............................................................27
P1006-0832 ......................................................73
P1006-1024 ......................................................73
P1006-1420 ......................................................73
P1006T1420 .....................................................73
P1007 ...............................................................73
P1008 ...............................................................73
P1008T .............................................................73
P1009 ...............................................................73
P1010 ...............................................................73
P1010T .............................................................73
P1012 ...............................................................73
P1012S .............................................................73
P1016 ...............................................................73
P1023 ...............................................................73
P1023S .............................................................73
P1024 ...............................................................73
P1024S .............................................................73
P1026 ...............................................................82
P1028 ...............................................................82
P1029 ...............................................................84
P1031 ...............................................................82
P1033 ...............................................................83
P1034 ...............................................................83
P1035 ...............................................................84
P1036 ...............................................................81
P1037 ...............................................................83
P1038 ...............................................................83
P1043A .............................................................88
P1044 ...............................................................88
P1045 ...............................................................86
P1046A .............................................................88
P1047 ...............................................................87
P1048, P1049, P1050 ......................................88
P1062 ...............................................................81
P1063 ...............................................................81
P1064 ...............................................................81
P1065 .............................................................81
P1066 ...............................................................81
P1067 ...............................................................81
P1068 ...............................................................82
P1075 ...............................................................91
P1100 ..............................................................30
P1100 HS, P1100 KO, P1100 SL......................30
Product Index

Product Index

239

¼16" System
13

Fiberglass System
Special Metals
PrimeAngle

P2072A SQ .......................................................90
P2072A, ............................................................90
P2073 SQ .........................................................90
P2073, ..............................................................90
P2073A SQ .......................................................90
P2073A, ............................................................90
P2079 ...............................................................81
P2101 thru P2104...........................................85
P21H...............................................................134
P2223 ...............................................................89
P2224 ...............................................................89
P2225 ...............................................................89
P2226 ...............................................................89
P2227 ...............................................................89
P2228 ...............................................................89
P2229 ...............................................................89
P2230 ...............................................................89
P2231, P2232 ...................................................93
P2231A, P2232A ..............................................93
P2233, P2234 ...................................................93
P2233A, P2234A ..............................................93
P2235 ...............................................................84
P2237 ...............................................................88
P2243 ............................................................119
P2245 ...............................................................89
P2260 thru P2270.............................................85

Metal Grating

P1925 ...............................................................81
P1934 ...............................................................84
P1941 ...............................................................81
P1944 .............................................................103
P1950 ...............................................................82
P1953 ...............................................................82
P1956 ...............................................................84
P1957 ...............................................................84
P1959 ...............................................................81
P1960 ...............................................................81
P1961 ...............................................................81
P1962 ...............................................................82
P1964 ...............................................................81
P1973 ...............................................................88
P1985S ...........................................................100
P1986S ...........................................................100
P2000 ..............................................................33
P2000 HS, P2000 KO, P2000 SL, P2000 T .....33
P2001 ...............................................................33
P2001 A ............................................................33
P2001 B ............................................................33
P2001 C............................................................33
P2008 thru P2020.........................................109
P2024 thru P2070-84 ...................................110
P2070 .............................................................110
P2072 SQ .........................................................90
P2072, ..............................................................90

Roofwalk

P1382 ...............................................................84
P1383 ...............................................................88
P1386 .............................................................100
P1425 thru P1431.........................................109
P1430 .............................................................110
P1453 ...............................................................86
P1454 ...............................................................86
P1455 ...............................................................87
P1458 ...............................................................82
P1479A thru P1479E ......................................86
P1498 ...............................................................83
P1499 ...............................................................83
P1538A thru P1538D ........................................83
P1546, P2094 thru P2100 ..............................85
P1563 thru P1573.........................................109
P1579 ...............................................................84
P1593 ...............................................................91
P1640 ...............................................................97
P1648S thru P1653S ......................................97
P1654A thru P1661A ......................................97
P1690 thru P1697...........................................129
P16F ...............................................................134
P1703 .............................................................145
P1704 .............................................................145
P1713 ...............................................................84
P1723 ...............................................................82
P1726 ...............................................................82
P1727 ...............................................................84
P1728 ...............................................................84
P1730 ...............................................................86
P1732 ...............................................................88
P1734 ...............................................................86
P1736 ...............................................................86
P1737 ...............................................................88
P1747 ...............................................................83
P1750 ...............................................................83
P1753, P1754 .................................................128
P1769 ...............................................................90
P1771 ...............................................................90
P1773 ...............................................................91
P1775 ...............................................................91
P1777 ...............................................................91
P1787 thru P1795...........................................130
P1796S .............................................................98
P1821 ...............................................................83
P1822 ...............................................................83
P1823 ...............................................................83
P1834 .............................................................102
P1834A ...........................................................102
P1843 .............................................................104
P1873 ...............................................................82
P1887 ...............................................................90
P1924 ...............................................................81

Index

P1100 SS........................................................209
P1100 T ............................................................30
P1100HS SS...................................................209
P1100T SS .....................................................209
P1101 ...............................................................30
P1101 A, P1101 B, P1101 C .............................30
P1101 SS........................................................209
P1109 thru P1126 ..........................................108
P1130 ...............................................................85
P1131 ...............................................................85
P1180 ...............................................................61
P1180W ..........................................................132
P1184 ...............................................................60
P1184 P ............................................................60
P1184 SS........................................................210
P1186, P2105 thru P2110 ...............................85
P1201 .............................................................103
P1202 .............................................................103
P1203 .............................................................103
P1204 thru P1208...........................................103
P1211 thru P1217 ...........................................109
P1271S .............................................................98
P1272S ...........................................................100
P1280 ...............................................................61
P1280 EA........................................................212
P1280A .............................................................61
P1280W ..........................................................132
P1281 ...............................................................82
P1282 ...............................................................82
P1283 ...............................................................82
P1290 ...............................................................84
P1291 ...............................................................84
P1315 ...............................................................82
P1320 ...............................................................87
P1325 ...............................................................83
P1326 ...............................................................83
P1334 ...............................................................81
P1346 ...............................................................83
P1347 ...............................................................86
P1354 .............................................................104
P1354A ...........................................................104
P1356 ...............................................................82
P1357 ...............................................................84
P1358 ...............................................................82
P1359 ...............................................................84
P1363A thru P1363E ......................................87
P1376 ...............................................................87
P1376A .............................................................87
P1377 ...............................................................87
P1379S ...........................................................100
P1380 ...............................................................81
P1380 A ............................................................81
P1381 ...............................................................84

11¼4" System

Part Number Index

Index

Roofwalk

Metal Grating

PrimeAngle

Special Metals

Fiberglass System

13

¼16" System

11¼4" System

Part Number Index
P2280 ...............................................................61
P2280A .............................................................61
P2280W ..........................................................132
P2324 ...............................................................81
P2325 ...............................................................81
P2326 ...............................................................88
P2328 ...............................................................88
P2329 ...............................................................88
P2341 R-L ........................................................89
P2343 R-L ........................................................89
P2344 R-L ........................................................89
P2345 ...............................................................89
P2346 ...............................................................89
P2347 ...............................................................89
P2348 ...............................................................90
P2354 R-L ......................................................103
P2355 R-L ......................................................103
P2360 ...............................................................86
P2378 ...............................................................74
P2379 ...............................................................74
P2380 ...............................................................74
P2381 ...............................................................74
P2382 ...............................................................74
P2398S .............................................................97
P2401S .............................................................97
P2403S .............................................................97
P2405S .............................................................97
P2407 ...............................................................61
P2407 .............................................................145
P2452 ...............................................................94
P2453 ...............................................................90
P2454 .............................................................103
P2458-18 thru P2458-36 ................................94
P2459-36 thru P2459-96 ................................94
P2469 ...............................................................86
P2470 .............................................................103
P2471 ...............................................................81
P2472 R-L ........................................................89
P2473 ...............................................................88
P2474-1 thru P2474-4 ..................................118
P2475 .............................................................118
P2476 .............................................................119
P2481 .............................................................119
P2482 .............................................................119
P2484 ...............................................................85
P2484W ............................................................85
P2485 ...............................................................76
P2485K .............................................................76
P2486 ...............................................................76
P2490 ...............................................................81
P2491 R-L thru P2493 R-L ............................91
P2494 R-L thru P2499 R-L ............................92
P2500 R-L thru P2503 R-L ............................92
240

P2513 thru P2516.............................................93
P2513A thru P2516A ........................................93
P2521 .............................................................131
P2521 .............................................................132
P2522 .............................................................130
P2534-50, P2534-75 ......................................129
P2535 .............................................................130
P2536 .............................................................130
P2537 .............................................................131
P2539 .............................................................131
P2540 .............................................................132
P2540A ...........................................................132
P2541 .............................................................132
P2542 thru P2546.............................................92
P2547 thru P2551.............................................91
P2552 ............................................................133
P2558 .............................................................110
P2558 .............................................................110
P2567 .............................................................129
P2600 .............................................................112
P2602 .............................................................131
P2603 .............................................................132
P2626 ...............................................................82
P2645A thru P2645H ....................................129
P2645H...........................................................129
P2647A thru P2647F ....................................129
P2649A thru P2649H ......................................128
P2655 .............................................................103
P2674 ...............................................................97
P2675 ...............................................................95
P2676 ...............................................................96
P2677 ...............................................................96
P2679-4, -6 & -8 ...............................................96
P2682 ...............................................................96
P2749 .............................................................102
P2749N...........................................................102
P2750 .............................................................102
P2750N...........................................................102
P2751 .............................................................102
P2751N...........................................................102
P2755 .............................................................131
P2756 .............................................................131
P2757 .............................................................131
P2784 ...............................................................95
P2785 ...............................................................98
P2786 ...............................................................98
P2787 ...............................................................98
P2800 ...............................................................87
P2801 .............................................................132
P2802 .............................................................132
P2803 .............................................................132
P2815 ...............................................................94
P2815D.............................................................94

P2820 .............................................................136
P2821 .............................................................136
P2822 .............................................................136
P2823 .............................................................136
P2824-6,-9,-12..................................................98
P2855 .............................................................131
P2856 .............................................................131
P2857 .............................................................131
P2859 ...............................................................61
P2860 ...............................................................61
P2862 ...............................................................81
P2863 ...............................................................81
P2864 ...............................................................81
P2865 .............................................................144
P2867 ...............................................................98
P2867A, P2867B ..............................................98
P2868 ...............................................................99
P2868A, P2868B ..............................................99
P2893 ...............................................................99
P2894 ...............................................................99
P2895 ...............................................................99
P2896 ...............................................................99
P2897 ...............................................................95
P2898 ...............................................................96
P2899 ...............................................................96
P2900 .............................................................133
P2901 .............................................................133
P2902 .............................................................133
P2903 .............................................................133
P2904 .............................................................133
P2920 .............................................................136
P2921 .............................................................136
P2922 .............................................................136
P2923 .............................................................136
P2924 .............................................................136
P2928 .............................................................136
P2929 .............................................................136
P2930 .............................................................136
P2932 .............................................................136
P2940 .............................................................136
P2941, P2942 ...................................................90
P2944, P2945, P2946, P2947 ..........................92
P2949 .............................................................102
P2950 .............................................................102
P3000 ..............................................................36
P3000 SS ......................................................209
P3000 HS, P3000 KO, P3000 SL, P3000 T .....36
P3000HS SS ..................................................209
P3000T SS .....................................................209
P3001 ...............................................................36
P3006 ...............................................................73
P3007 ...............................................................73
P3008 ...............................................................73
Product Index

Product Index

241

11¼4" System
¼16" System
13

Fiberglass System
Special Metals
PrimeAngle

P4908 ...............................................................73
P5000 ..............................................................54
P5000 HS, P5000 KO, P5000 SL, P5000 T .....54
P5001 ...............................................................54
P5021 .............................................................132
P5077 ...............................................................87
P5280 ...............................................................61
P5280W ..........................................................132
P5500 ..............................................................57
P5500 EA........................................................211
P5500 HS, P5500 KO, P5500 SL, P5500 T .....57
P5501 ...............................................................57
P5506 ...............................................................73
P5506-1420 ......................................................73
P5507 ...............................................................73
P5508 ...............................................................73
P5509 ...............................................................73
P5510 ...............................................................73
P5521 .............................................................131
P5521 thru P5580...........................................132
P5537 .............................................................131
P5539 .............................................................131
P5543 ...............................................................88
P5545 ...............................................................86
P5547 ...............................................................87

Metal Grating

P4023 ...............................................................73
P4043 ...............................................................88
P4045 ...............................................................86
P4047 ...............................................................87
P4100 ..............................................................45
P4100 HS ........................................................45
P4100 SL ..........................................................45
P4100 T ............................................................45
P4101 ...............................................................45
P4101 T ............................................................45
P4280 ...............................................................61
P4280 EA........................................................212
P4280W ..........................................................132
P4376 ...............................................................87
P4376A .............................................................87
P4377 ...............................................................87
P4400 ..............................................................48
P4400 HS .........................................................48
P4400 SL ..........................................................48
P4400 T ............................................................48
P4401 ...............................................................48
P4520 ...............................................................51
P4520 HS .........................................................51
P4520 SL ..........................................................51
P4520 T ............................................................51
P4521 ...............................................................51
P4663 .............................................................145
P4703 .............................................................145

Roofwalk

P3350 .............................................................143
P3351 .............................................................143
P3352 .............................................................143
P3353 .............................................................143
P3354 .............................................................143
P3355 .............................................................143
P3356 .............................................................143
P3357 .............................................................143
P3357A ...........................................................143
P3358 .............................................................143
P3359 .............................................................143
P3360 .............................................................143
P3361 .............................................................143
P3362 .............................................................143
P3363 .............................................................143
P3364 .............................................................143
P3365 .............................................................143
P3366 .............................................................143
P3367 .............................................................143
P3368 .............................................................143
P3369 .............................................................143
P3370 .............................................................143
P3380 ...............................................................61
P3380 .............................................................145
P3409 thru P3417......................................... 111
P3521 .............................................................131
P3539 .............................................................131
P3663 .............................................................145
P3700 .............................................................145
P3703 .............................................................145
P3704 .............................................................145
P3712 P ............................................................60
P3754 .............................................................141
P3922 thru P3926...........................................131
P4000 ..............................................................42
P4000 SS ......................................................209
P4000 EA........................................................211
P4000 HS ........................................................42
P4000 SL ..........................................................42
P4000 T ............................................................42
P4000HS SS ..................................................209
P4000T SS .....................................................209
P4001 ...............................................................42
P4001 EA........................................................211
P4003 ...............................................................42
P4004 ...............................................................42
P4006 ...............................................................73
P4007 ...............................................................73
P4008 ...............................................................73
P4009 ...............................................................73
P4010 ...............................................................73
P4010T .............................................................73
P4012 ...............................................................73

Index

P3009 ...............................................................73
P3010 ...............................................................73
P3013 ...............................................................73
P3016 ...............................................................73
P3045 ...............................................................86
P3047 ...............................................................87
P3087 .............................................................100
P3088 .............................................................100
P3116 .............................................................133
P3165 .............................................................144
P3170 .............................................................144
P3184 ...............................................................60
P3184 EA........................................................212
P3184 F ............................................................60
P3184 P ............................................................60
P3245 .............................................................144
P3249 .............................................................142
P3250 .............................................................142
P3251 .............................................................142
P3252 .............................................................142
P3253 .............................................................142
P3254 .............................................................142
P3255 .............................................................142
P3256 .............................................................142
P3257 .............................................................142
P3257A ...........................................................142
P3258 .............................................................142
P3259 .............................................................142
P3260 .............................................................142
P3261 .............................................................142
P3262 .............................................................142
P3263 .............................................................142
P3264 .............................................................142
P3265 .............................................................142
P3266 .............................................................142
P3267 .............................................................142
P3268 .............................................................142
P3269 .............................................................142
P3270 .............................................................142
P3280 ...............................................................61
P3280 .............................................................145
P3280W ..........................................................132
P3300 ..............................................................39
P3300 HS ........................................................39
P3300 SL ..........................................................39
P3300 SS .......................................................209
P3300 T ............................................................39
P3300HS SS ..................................................209
P3300T SS .....................................................209
P3301 ...............................................................39
P3301 SS .......................................................209
P3345 ...............................................................86
P3349 .............................................................143

11¼4" System
¼16" System
13

Fiberglass System
Special Metals
PrimeAngle
Metal Grating
Roofwalk
Index

P5560 ...............................................................86
P5577 ...............................................................87
P5580 ...............................................................61
P5580 EA........................................................212
P5580W ..........................................................132
P6000 .............................................................183
P6000 EA........................................................212
P6000 SS .......................................................209
P6001 .............................................................183
P6001 EA........................................................212
P6001A, P6001B, P6001C .............................184
P6006 .............................................................187
P6026 .............................................................188
P6028 .............................................................188
P6031 .............................................................188
P6036 .............................................................188
P6045 .............................................................189
P6047 .............................................................189
P6048 .............................................................189
P6062 .............................................................187
P6065 .............................................................187
P6066 .............................................................187
P6067 .............................................................187
P6068 .............................................................188
P6069 .............................................................188
P612 .................................................................86
P6127 thru P6129...........................................190
P6184 P ..........................................................187
P6186 .............................................................189
P6280 .............................................................187
P6281 thru P6283...........................................188
P6325 .............................................................188
P6326 .............................................................188
P6331 .............................................................189
P6332 .............................................................190
P6334 .............................................................188
P6346 .............................................................188
P6347 .............................................................190
P6353 .............................................................190
P6356A, P6358A ............................................187
P6357 .............................................................188
P6359 .............................................................188
P6376 .............................................................189
P6376A ...........................................................189
P6377 .............................................................189
P6379 S ..........................................................190
P6380 .............................................................188
P6380A ...........................................................188
P6386 .............................................................190
P6453 .............................................................189
P6454 .............................................................189
P6455 .............................................................190
P6458 .............................................................188
242

P6546 .............................................................189
P6579 .............................................................188
P6726A ...........................................................187
P6737 .............................................................189
P6805 thru P6810.........................................190
P6887 .............................................................188
P6924 .............................................................187
P6925 .............................................................187
P6962 .............................................................187
P6973 .............................................................190
P7000 .............................................................185
P7000 EA........................................................212
P7000 SS .......................................................209
P7001 .............................................................185
P7001 EA........................................................212
P7006 .............................................................187
P7008 thru P7020.........................................190
P7045 .............................................................189
P7047 .............................................................189
P7108 thru P7110 ...........................................189
P7235 .............................................................188
P7280 .............................................................187
P7324 .............................................................187
P7325 .............................................................187
P7376 .............................................................190
P7376A ...........................................................190
P7377 .............................................................190
P9000 ...............................................................65
P9010 ...............................................................68
P9011 ...............................................................68
P9012 ...............................................................68
P9013 ...............................................................69
P9014 ...............................................................69
P9200 ...............................................................65
P9207 ...............................................................68
P9209 ...............................................................68
P9324 ...............................................................68
P976 .................................................................87
PA 158 ............................................................218
PA 1GP ...........................................................215
PA 1HDC ........................................................215
PA 1RC ...........................................................215
PA 1RP ...........................................................215
PA 1SC ...........................................................215
PA 1SNB .........................................................215
PA 238 ............................................................218
PA 318 ............................................................218
PFL037 thru PFL050T ....................................101
PFL2-37 ............................................................95
PLF3037 thru PLF3075 ................................101
PLF9037 thru PLF9100 ................................101
PLLC025.........................................................100
PLLC025.........................................................100

PLLC025.........................................................100
PUX1234 thru PUX41810...............................116
RSS4 ..............................................................153
SLR100...........................................................149
SLR200...........................................................149
SPF® 100 .......................................................104
SPF® 200 .......................................................104
SPF® 300 .......................................................105
SPF® 400 .......................................................105
8%»3$WKUX8%3$ ..................................115
UP-BK.............................................................155
UP-MPDS .......................................................155
UP-SPSS ........................................................155
WEEB - WMC .................................................149

Product Index

16100 South Lathrop Avenue

585 Finley Avenue

Harvey, IL 60426

Ajax, Ontario, L1S 2E4 Canada

TOLL-FREE / 800-882-5543

PHONE / 905-683-8131

FAX / 708-339-7814

FAX / 905-683-8987

www.unistrut.com

®

©2013 Atkore International, Inc. All rights reserved. US-L-1000-1310



---

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Metadata Date                   : 2013:09:27 13:01:55-04:00
Creator Tool                    : Adobe InDesign CS5.5 (7.5.3)
Page Image Page Number          : 1, 2
Page Image Format               : JPEG, JPEG
Page Image Width                : 256, 256
Page Image Height               : 256, 256
Page Image                      : (Binary data 10819 bytes, use -b option to extract), (Binary data 13246 bytes, use -b option to extract)
Doc Change Count                : 1775
Format                          : application/pdf
Producer                        : Adobe PDF Library 9.9
Trapped                         : False
Page Count                      : 244

EXIF Metadata provided by EXIF.tools