110101 Catalog
2014-09-05
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ENGINEERING CATALOG
ELECTRICAL & MECHANICAL SUPPORT SYSTEMS
-ETAL&RAMINGs0IPE3UPPORTSs&ITTINGS.UTS(ARDWAREs0IPE(ANGERSs5NIPIER
GGCOG
A PART OF
CATALOG
The Power-Strut metal framing system can be regarded as
a basic building material. Our metal framing system is an
erector set concept, using channel and fittings to solve
many applications. You can conceal metal framing in the
basic structure of a building or run it along the surface of
walls, ceilings and floors. An endless array of fittings
provides freedom to work at virtually any angle along any
surface to shape a support system that fits your exact needs.
3
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TABLE OF CONTENTS
WARNING: Power-Strut products are carefully designed and manufactured to the listed standards, as applicable.
However, Power-Strut reserves the right to revise product design without notification. Power-Strut products included in
this catalog are intended for installation and service only as described or specified herein. Care should be exercised by
installers and end-users to install, use and maintain these products properly to avoid any possible on-the-job accidents.
General Information
Product Overview ...............4-5
Example Applications ............6-7
Finishes ......................8-9
Material Specifications ........... 10
Pictorial Table of Contents .......11-18
PowerStrut Metal Channel
Overview . . . . . . . . . . . . . . . . . . . . . 19
Pull-Out & Slip Loads............. 20
Product Profiles ...............20-21
PS 100 Channel ..............22-23
PS 150 Channel ..............24-25
PS 200 Channel ..............26-29
PS 210 Channel ..............30-31
PS 300 Channel ..............32-33
PS 400 Channel ..............34-35
PS 500 Channel ..............36-37
PS 520 Channel ..............38-39
PS 560 Channel ..............40-41
Accessories.................... 42
Lateral Bracing ................. 42
Fasteners
Overview & Product Usage Chart . . 43-44
Fasteners ...................45-48
Fittings
Overview . . . . . . . . . . . . . . . . . . . . . 49
General Fittings...............50-59
Wing Connectors .............59-61
Post Bases...................61-62
Trolleys....................... 62
Brackets & Supports ...........62-65
Beam & ”C” Clamps ...........65-68
Pipe & Conduit Clamps
Overview . . . . . . . . . . . . . . . . . . . . . 69
Clamps.....................70-76
Pipe Rollers..................77-78
Pipe Hangers
Overview . . . . . . . . . . . . . . . . . . . . . 79
Ring Hangers .................. 80
Junior Ductile Iron Top Beam Clamp . . 81
Clevis Hangers .............. 81, 82
Malleable Split Ring ............. 82
Standard Riser Clamp ............ 83
Cushion Clamp ................. 84
Copper Tube Strut Clamp.......... 84
Electrical
Overview . . . . . . . . . . . . . . . . . . . . . 85
Channel Raceway ............... 86
Example Applications ..........87-89
Electrical Fittings, Boxes, &
Accessories..................90-96
Concrete Inserts
Overview . . . . . . . . . . . . . . . . . . . . . 97
Products ...................98-100
Solar Components
Overview . . . . . . . . . . . . . . . . . . . . 101
Compnents ................102-104
Unipier®
Overview . . . . . . . . . . . . . . . . . . . . 105
Sleeper Support ............106,107
Strut Support...............108-110
Gas and Mechanical Support. . . 111-113
Pipe Hanger Bases ..........114-115
Fabricated Supports .........116-118
Installation ................... 119
Pipe Diameters and Loading....... 120
Technical Data .............121-122
Junior Channel
Overview . . . . . . . . . . . . . . . . . . . . 123
PS 600J Channel............... 124
PS 700J Channel............... 125
Accessories...............124 - 126
Power-Angle
Overview . . . . . . . . . . . . . . . . . . . . 127
Products ..................... 128
Loads & Configurations .......129-132
Aickinstrut- Non-metallic
Fiberglass Channel & Accessories
Overview . . . . . . . . . . . . . . . . . . . . 133
Aickinstrut Specifications ......134-135
Chemical Compatibility Table . . . 136-137
General Information ............ 138
Channel Profiles & Loading ....139-141
Fittings ...................142-144
Pipe Clamps & Capping ......145-148
Fasteners / U-Bolts ..........148-150
Pipe Hangers, Accessories, &
Supports..................151-153
Post Bases.................... 154
Technical Data
Overview . . . . . . . . . . . . . . . . . . . . 155
Formulas .................156-157
Beam Loads .................. 158
Fitting Loads .................. 159
Pipe Spacing ..............160-161
Channel & Trap Members ........ 162
Tubing, Conduit, & Pipe Data . . . 163-168
Flanges, Channels & I Beams . . . 169-170
Conversion Table............... 171
Part Number Index ..........172-180
THE POWER TO BUILD
4Power-Strut® Engineering Catalog
More Than 8,000 Quality Products
The Power–Strut metal framing system can be regarded as a basic
building material. Our metal framing system is an erector set
concept, using channel and fittings to solve many applications.
You can conceal metal framing in the basic structure of a
building or run it along the surface of walls, ceilings and floors.
An endless array of fittings provide freedom to work at virtually
any angle along any surface to shape a support system that fits your
exact needs.
Available finishes include hot–dipped galvanized, pregalvanized,
electro–galvanized and painted, along with material choices of steel,
stainless steel and aluminum.
Beyond its versatility as a basic building material, metal framing
is popular for more exotic applications such as clean rooms,
satellite dish supports, x–ray supports, storage racks, theater screens,
tunnel stanchions and offshore platform catwalks.
While the uses of metal framing are truly unlimited, they fall in to
three major categories.
Electrical Systems
Versatile metal framing is widely used by electrical contractors
to support conduit, panel boxes, raceway systems and other
electrical components. In addition, Power–Strut channel can be used as a
wiring raceway. Products marked with the UL symbol
in this catalog are listed by Underwriter’s Laboratories for use
in raceway applications.
Channel raceways or support systems can be attached to ceilings, wood
or steel beams, inside columns or imbedded in concrete. Trapeze systems
can support conduit from either the top or bottom.
As a lighting support system, metal framing helps assure proper
alignment over long spans. As a raceway system, channel offers an
opportunity to reduce construction costs through more efficient use of
installation labor. The exceptional versatility of channel gives contractors
more flexibility in solving miscellaneous problems which may arise at the
job site.
A Broad and Versatile Metal Framing Line Backed
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THE POWER TO BUILD
Mechanical Systems That Reduce Costs
For mechanical support of HVAC, plumbing and fire protection systems,
the versatility of metal framing systems is unmatched.
It is by far the most popular framing system with contractors
because the wide variety of fittings and support devices
available help solve virtually any support problem without
expensive welding.
Piping stanchions, ceiling and wall-mounted supports and tunnel
supports are common metal framing applications. Concrete insert, shelf
bracket, wall and ceiling-mounted systems provide flexible solutions to
any piping support applications.
In addition, pipe support products such as Power-Wrap and cushioned
clamps provide insulation to prevent potential damage from noise,
vibration, temperature variations and metal-to-metal contact.
OEM Components and Maintenance
Metal Framing systems provide convenient solutions for maintenance and
retrofit requirements in processing and manufacturing facilities. Also,
Power-Strut products can be used as cost-effective components in OEM
applications. For example, channel can
be used as conveyor stands and side rails or provide framing
for panel cabinetry products, or for generator, motor and
pump supports.
The complete line of products and leading reputation for quality and
service make Power-Strut your practical choice for metal
framing. Contact your local Power-Strut representative for
additional information.
by a Leading Reputation for Quality and Service.
6
EXAMPLE APPLICATIONS
Power-Strut® Engineering Catalog
Pipe clamp fittings
PS 1100 (typical)
Standard back-to-back
combination channel
Plastic End Cap
(typical)
Anchor
(suitable for wall material)
Square Washer
PS 619 w/Hex Nut
Overhead Support Vertical to Horizontal Wall Mount Organize & Control MultiShelf
or Utility Support
Pipe clamp
fittings
(typical)
Versatile Power-Strut installation
of utility piping means that
expansion is just a matter of
inserting another pipe clamp!
PS 611
(typical)
Anchor
(suitable for wall material)
Check span for allowable load
Pipe Rack
Trapeze Support
Overhead Multi-Use Support Systems
Using Channel Attached to “I” Beams
Stock brackets are
available in lengths
from 6" to 36"
Wall Mounted Brackets
Wall-mounted
channel
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EXAMPLE APPLICATIONS
Standard Channel and Fitting Assembly
The factory punched holes
in “H” series channel allow
fittings to be attached to
either side.
Just loosen the nuts
to easily adjust position
Trapeze Support System
Power-Strut metal framing is ideal for electrical
and mechanical pipe support applications.
Plastic
End Cap
(For safety)
Pre-slotted channel allow
through channel connections
Square
Washer
PS 619
Acceptable Methods to Hang Channels
Threaded Rod
Supports for Threaded Rod Attachments
Between Beams
Use Beam Clamps in pairs
Select channel size based on load requirements
PS 203 for 3/8" Rod
(eyelet link)
Threaded Rod
PS RS 3/8" (channel nut)
w/PS 619 3/8" (sq. washer)
Pipe Hanger
Ganged Pipe Support
Supports for Threaded Rod Attachments
to Single Beams
Standard “I” beam
Standard channel
Pipe clamps
Use Beam Clamps
in pairs
Hanger support
Select channel size based
on load requirements
8
FINISHES
Power-Strut® Engineering Catalog
ZINC COATING
Power-Strut products are available
in four types of zinc coatings:
t&MFDUSPQMBUFE&(
t1SFHBMWBOJ[FE1(
t)PU%JQQFE(BMWBOJ[FE
)(
t:FMMPX%JDISPNBUF;%
Zinc coatings offer two types of
protection:
1. Barrier: The zinc coating
protects the steel substrate
from direct contact with the
environment.
2. Sacrificial: The zinc coating
will protect scratches, cut
edges, etc. through an anodic
sacrificial process.
The service life of zinc coating is
directly related to the zinc coating
thickness as shown below.
COMPARISON OF ZINC
GALVANIZED FINISHES
Finish Zinc Thickness
)PU%JQQFE(BMWBOJ[FE .*-
1SFHBMWBOJ[FE .*-
&MFDUSP(BMWBOJ[FE4$ .*-
&MFDUSP(BMWBOJ[FE4$ .*-
1PXFS(PME4$ .*-
1PXFS(PME4$ .*-
Zinc Coating
Prepared Steel
Channel, Closures, Clamps & Fittings
Hot-Dipped Galvanized (HG)
.BUFSJBMJTDPBUFEXJUI[JODBGUFS
being roll-formed or after all
manufacturing operations are
DPNQMFUFEDPOGPSNJOHUP"45.
"PS"
Electro-Galvanized
Zinc Coating
Prepared Steel
Bolts, Nuts, Clamps & Fittings
Electro-Galvanized (EG)
Fittings and hardware are electrolytically
coated with zinc to commercial
standards (ASTM-B633 Type III C1).
SC1 (mild) has a Zinc coating of 0.2
and is recommended for dry indoor use.
SC1 is the standard finish thickness.
SC3 (Severe) has a Zinc coating of 0.5
mill and is the standard finish thickness
only on UL Listed raceway products.
Electro-Plated
Zinc Coating
Yellow
Dichromate
Conversion Coat
Prepared Steel
Channel & Fittings
Pre-galvanized
Steel
Channel & Closures
Pregalvanized (PG)
.BUFSJBMTUFFMTUSJQJTDPBUFEXJUI
zinc by hot-dip process prior to roll-
forming or press operations.
The zinc coating conforms to
"45."(SBEF(FOFSBM
Requirement for Steel Sheet,
;JODo$PBUFE(BMWBOJ[FECZ)PU%JQ
Process.
Power-Gold (ZD)
A Electro-galvanized zinc plate is
applied with a cohesive molecular bond
to the steel base metal, in compliance
with the ASTM B633 standard. Yellow
Dichromate is applied over the zinc and
results in a gold appearance which acts
as a nonporous barrier sealant.
SC1 (mild), recommended for dry
indoor use, has a Zinc coating of 0.2
and is the standard finish thickness
SC3 (Severe) has a Zinc coating of 0.5
mill and is the standard finish thickness
only on UL Listed raceway products.
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FINISHES
POWER-GREEN®
TECHNICAL DATA
STEEL SUBSTRATE PREPARATION
&JHIUTUBHFDPOUJOVPVTDMFBOJOH
rinse, zinc phosphate conversion
coating and sealer.
COATING
Thermoset epoxy
Color:'FEFSBM)JHIXBZ(SFFO
Color Tolerance Chart
PR Color No. 4.
Hardness:)
Coating Process: Cathodic
&MFDUSPEFQPTJUJPO
PERFORMANCE
Salt Spray:
Scribed: exceeds 400 hrs per
"45.#⁄8$SFFQ
Unscribed:FYDFFETIPVSTQFS
"45.#3FE3VTU
ENVIRONMENTAL ISSUES
Formulated as a “heavy metal”- free
DPBUJOHUSBDFFMFNFOUTPOMZ
Outgassing in service: essentially
OPOFBU×'GPSIST
Type 304 or
Type 316
Stainless Steel
Channel, Closures & Fittings
Stainless Steel (SS)
.BUFSJBMJOBDDPSEBODFXJUI
"45."5ZQFPSUZQF
Extruded
Aluminum
Channel, Closures & Fittings
Aluminum (AL)
Channel is extruded aluminum in
BDDPSEBODFXJUI"45.#5ZQF
5
Steel
(oiled surface)
Channel, Closures & Fittings
Plain (PL)
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 bar-
stock material.
Prepared Steel
Sealer
Zinc Phosphate
E-Coat
Channel, Closures & Fittings
Power-Green® (GR)
Channel and parts are cleaned and
QIPTQIBUFE*NNFEJBUFMZBGUFSXBSE
a uniform coat of rust-inhibiting
thermoset epoxy paint is applied by
cathodic electro-deposition and
thoroughly baked.
Finishes (Ordering):
When ordering, add the finish to
the part number.
&YBNQMFT 141(
14;%
14(3
14)(
10
SPECIFICATIONS
Power-Strut® Engineering Catalog
* Channel referenced is 15⁄8" wide, fittings referenced are
for 15⁄8" channel.
† Some ⁄4" fittings are produced from A-36 Structural Steel.
Materials:
Channel* & Closures – Pregalvanized
ASTM A653 Grade 33, Steel Sheet Zinc Coated by Hot Dip
Process
Channel* – Plain, Painted or Hot Dip Galvanized
"45."o(SBEF)PU3PMMFE$BSCPO4UFFM4IFFU
and Strip, Structural Quality
Channel* – Stainless Steel
"45."o5ZQF)FBU3FTJTUJOH$ISPNJVNBOE
$ISPNJVNo/JDLFM4UBJOMFTT4UFFM1MBUF4IFFU4USJQGPS
Pressure Vessel
Channel* – Aluminum
"45.#o5ZQF5"MVNJOVN"MMPZ
&YUSVEFE#BS3PE8JSF4IBQFBOE5VCF
Closures – Plain, Painted or Hot Dip Galvanized
"45."4UFFM4USJQ$BSCPO$PMEo3PMMFE
Fittings* – Steel
⁄4/PNJOBM5IJDLOFTTo"45."oBOE"p
⁄8/PNJOBM5IJDLOFTTo"4USVDUVSBM4UFFM
Fittings* – Aluminum
"45.#o
Accessories – Steel
-FTTUIBO⁄4/PNJOBM5IJDLOFTTo"45."oo
(SBEFPSXIFO1SFo(BMWBOJ[FE"45."o
$PBUJOH%FTJHOBUJPO(
Pipe Clamps – Steel
"o44(SBEF
Pipe Clamps – Stainless Steel
"45."o5ZQF
Pipe Clamps – Aluminum
"45.#)(SBEF4IFFUBOE1MBUF
Channel Nuts
"45.⁄8" & ⁄"(SBEF."o⁄4
(SBEF$BTF)BSEFOFEUP3$NJO
Hex Nuts and Bolts
"45."o(SBEF"BOE"45."o(SBEF"
Threaded Rod
-PX$BSCPO4UFFM
:FJMELTJNJO
5FOTJMFLTJNJO
Product testing is an important Part of Power-Strut’s Quality As-
surance 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 dissipa-
tion, ultra-violet resistance, wind resistance, dimensional accuracy,
material integrity and slip resistance.
In short, if there’s a specification to meet, Power-Strut will develop
a test to quantify and verify it. Using design properties of the Pow-
er-Strut framing members, load data given in this catalog, and/or
design procedures of the American Iron & Steel Institute Specifica-
tion 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 provi-
sions of the AISI specifications must be established by application-
specific tests.
Product Load Testing
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.
11
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PICTORIAL TABLE OF CONTENTS
Channel
PS 100 .................... 22 PS 100 2T3 ............. 22 PS 150 .................... 24 PS 150 2T3 ............. 24 PS 200 .................... 26 PS 200 2T3 ............. 26 PS 200 2T2 ............. 28
PS 200 2T4 ............. 28 PS 200 2T5 ............. 28 PS 200 3T6 ............. 28 PS 200 PLA ............ 29 PS 200 PLC ............ 29 PS 210 .................... 30 PS 210 2T3 ............. 30
PS 300 .................... 32 PS 300 2T3 ............. 32 PS 400 .................... 34 PS 400 2T3 ............. 34 PS 500 .................... 36 PS 500 2T3 ............. 36 PS 520 .................... 38
PS 520 2T3 ............. 38 PS 560 .................... 40 PS 560 2T3 ............. 40 PS 6152 .................. 42 PS 6153 .................. 42 PS 9050 .................. 42
Fasteners
PS 6024 .................. 45 PS 6072 .................. 45 PS 6075 .................. 45 PS 6064 .................. 45 PS 6108 .................. 45 PS 6112 .................. 45 PS 83 ...................... 45
PS 209 .................... 45 PS 230 .................... 46 PS 231 .................... 46 PS 211 .................... 46 PS 3281 .................. 46 PS 146 .................... 46 PS 135 .................... 46
PS 517 .................... 46 PS LS ..................... 47 PS RS ..................... 47 PS SS ..................... 47 PS NS ..................... 47 PS NS S .................. 47 PS TG ..................... 47
PS ML ..................... 47 PS 3500 .................. 48 PS KW .................... 48 PS 202 .................... 48 PS 203 .................... 48 PS 204 .................... 48 PS 205 .................... 48
12
PICTORIAL TABLE OF CONTENTS
Power-Strut® Engineering Catalog
General Fittings
PS 601 .................... 50 PS 602 .................... 50 PS 617 .................... 50 PS 618 .................... 50 PS 619 .................... 50 PS 2504 .................. 50 PS 620 .................... 51
PS 621 .................... 51 PS 718 .................... 50 PS 719 .................... 50 PS 888 .................... 50 PS 889 .................... 50 PS 712 .................... 51 PS 714 .................... 51
PS 744 .................... 51 PS 750 .................... 51 PS 925 .................... 51 PS 2190 .................. 51 PS 747 .................... 51 PS 822 .................... 51 PS 854 .................... 51
PS 2112 .................. 51 PS 603 .................... 52 PS 921 .................... 52 PS 763 .................... 52 PS 764 .................... 52 PS 604 .................... 52 PS 2144 .................. 52
PS 806 .................... 52 PS 2520 .................. 52 PS 605 .................... 52 PS 606 .................... 53 PS 745 .................... 53 PS 2545 .................. 52 PS 607 .................... 53
PS 3049 .................. 53 PS 3373 .................. 53 PS 614 .................... 53 PS 615 .................... 53 PS 716 R or L ......... 53 PS 720 R or L ......... 53 PS 660 .................... 53
PS 927 .................... 54 PS 689 A & B ......... 54 PS 713 .................... 53 PS 715 .................... 53 PS 622 .................... 54 PS 752 R or L ......... 54 PS 746 .................... 54
PS 748 .................... 54 PS 3326 R or L ....... 54 PS 2007 R or L ....... 54 PS 633 .................... 55 PS 624 .................... 54 PS 781 .................... 55 PS 793 .................... 55
PS 2113 .................. 54 PS 9400 .................. 55 PS 9401 .................. 55 PS 9402 .................. 55 PS 9403 .................. 56 PS 9404 .................. 56 PS 926 .................... 54
PS 2054 .................. 55 PS 810 .................... 55 PS 812 .................... 56 PS 756 .................... 57 PS 2601 .................. 57 PS 611 .................... 57 PS 612 .................... 57
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PICTORIAL TABLE OF CONTENTS
General Fittings (cont.)
PS 711 .................... 57 PS 928 .................... 57 PS 609 .................... 57 PS 647 .................... 56 PS 692 .................... 56 PS 2523 .................. 56 PS 2532 .................. 56
PS 3060 .................. 56 PS 613 .................... 57 PS 679 .................... 57 PS 2648 .................. 57 PS 687A, B & C ...... 58 PS 710 .................... 57 PS 2119 .................. 57
PS 721 .................... 58 PS 929 .................... 58 PS 978 .................... 58 PS 709 .................... 58 PS 733 .................... 58 PS 678 .................... 58 PS 677 .................... 58
PS 734 .................... 58 PS 735 .................... 58 PS 623 .................... 58 PS 993 .................... 59 PS 922 R or L ......... 59 PS 2117 R or L ....... 59 PS 2128 R or L ....... 60
PS 631 .................... 59 PS 644 .................... 59 PS 645 .................... 59 PS 629 .................... 59 PS 516, PS 646 ...... 59 PS 804 .................... 59 PS 704 .................... 59
PS 1004 .................. 59 PS 2129 R or L ....... 60 PS 665 .................... 60 PS 666 .................... 60 PS 667 .................... 60 PS 2514 .................. 60 PS 670 .................... 61
PS 668 .................... 60 PS 821 .................... 60 PS 913 .................... 60 PS 923 .................... 60 PS 945 .................... 60 PS 669 .................... 61 PS 2514 .................. 60
PS 3013 & SQ ........ 61 PS 3025 & FL ......... 61 PS 3033 & SQ ........ 61 PS 3040 .................. 61 PS 2064 .................. 61 PS 3064 .................. 62 PS 3029 .................. 62
PS 3041 .................. 61 PS 2521 .................. 62 PS 2522 .................. 62 PS 2528 1 ............... 62 PS 2528 .................. 62 PS 2524 .................. 62 PS 2525 .................. 62
PS 626 .................... 63 PS 661 T1 & T2 ...... 63 PS 808 T1 & T2 ...... 63 PS 651 .................... 63 PS 809 .................... 63 PS 708 .................... 63 PS 3164 .................. 64
14
PICTORIAL TABLE OF CONTENTS
Power-Strut® Engineering Catalog
Pipe & Conduit Clamps
PS 1000 ..........................70 PS 1100 Series ..............70 PS 1300 ..........................70 PS 1200 ..........................71 PS 3138 ..........................72 PS 3126 ..........................72
PS 3792 ..........................75 PS 67 ..............................70 PS 69 ..............................71 PS 137 ............................71 PS 51 ..............................72 PS 004T ..........................74
PS 004M .........................75 PS 270 ............................72 PS 52E ............................75 PS MU ............................76 PS TP .............................73 PS CT .............................73
PS UB .............................76 PS 815 ............................77 PS 1911 ..........................77 PS 816 ............................77 PS 1902 ..........................78 PS 1901 ..........................77
General Fittings (cont.)
PS 732 .................... 63 PS 838 R or L ......... 64 PS 3282 .................. 64 PS 825 R or L ......... 64 PS 826 .................... 64 PS 2404 thru
PS 2408 .................. 64 PS 2421 .................. 65
PS 855 .................... 65 PS 2651 .................. 65 PS 2657 .................. 65 PS 2656 .................. 65 PS 685 .................... 65 PS 686 .................... 66 PS 2653 .................. 66
PS 907, PS 998 ...... 66 PS 916 .................... 66 PS 684 .................... 66 PS 2622 .................. 66 PS 736 .................... 66 PS 3201 .................. 67 PS 2624 .................. 66
PS 871 .................... 67 PS 858 .................... 67 PS 865 .................... 67 PS 2654 & A ........... 68 PS 135X .................. 67 PS 85 ...................... 67 PS 95 ...................... 68
PS 86 ...................... 68 PS 93 ...................... 68 PS 94 ...................... 68
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PICTORIAL TABLE OF CONTENTS
Pipe Hangers
P8300 NFPA ...................80 P8300CT .........................80 P8000-P8001 ..................81 P8400-P8413 ..................81 P8105-P8109 ..................82 P8200-P8205 ..................82
P8500-P8513 ................................................................83 P8500-P8505 ................................................................ 83 P8600 .............................84 P8700 .............................84
Electrical
PS 655 Series ................90 PS 2511, PS 2581 ..........90 PS 2560, PS 2561 ..........90 PS 803 ............................90 PS 2625 ..........................90 PS 707 ............................90
PS 707P ..........................90 PS 2632 ..........................91 PS 2632D .......................91 PS 2631 ..........................91 PS 2631D .......................91 PS 3301 ..........................91
PS 807 ............................91 PS 703 ............................92 PS 2636 ..........................92 PS 2637 ..........................92 PS 702 ............................92 PS 702 D ........................92
PS 703 D ........................92 PS 659 ............................92 PS 658 ............................92 PS 2621 ..........................93 PS 2639 ..........................93 PS 2662A .......................93
PS 2660 ..........................93 PS 2661 ..........................93 PS 2094 ..........................93 PS 649 Series ................94 PS 760 ............................95 PS 671 ............................94
PS 2802 ..........................94 PS 2801 ..........................94 PS 2803 ..........................94 PS 2700 ..........................94 PS 2800 ..........................94 PS 791 ............................95
PS 2627 ..........................95 PS 1510 ..........................95 PS 1500 ..........................95 PS 722 ............................96 PS 1610 ..........................96 PS 1801 ..........................95
16
PICTORIAL TABLE OF CONTENTS
Power-Strut® Engineering Catalog
Unipier® Rooftop Support System
Sleeper Support Strut Support Conduit Support
RSS4 ...................................................................106-107 Model UP .............. 108,109 M-RBS ..........................108 Mounted Poly.
Base ............................. 110
Elevated Support
Poly. Base .................... 110
Gas and Mechanical Support Accessories
Mounted
Poly. Base .................... 111
Mounted with Roller
Poly. Base .................... 111
Elevated Support with
Roller Poly. Base ........112
Elevated Support with
Steel Base .................... 111
Spacer for
Model 1.5, 3-R .............. 113
Support Pads &
Deck Plates .................. 113
Pipe Hanger Bases Fabricated Supports
Poly. Bases ................ 114 Steel Bases ................ 114 Single Base
Trapeze ...................... 115
Double Base
Trapeze ...................... 116
Heavy Duty, Double Base
Trapeze ...................... 116
Double Base
Duct Support ............. 117
Heavy Duty Mech. Support ...................................... 118 Light Duty Mech. Support ......................................... 118 Bridge Cross-Over, Walkway
Service Platform or Ramp ......................................... 118
Concrete Inserts
PS 349 .................... 98 PS 449 .................... 99 PS 656, PS 901 ...... 99 PS 653 .................... 98 PS 654 .................... 98 PS 1154 .................. 98 PS 6151 .................. 99
PS 285 .................. 100 PS 285 N .............. 100 PS 152 .................. 100 PS 680 .................. 100 PS 3700 ................ 100
Solar Components
SLR 100
UNISTRUT P-S
SLR 150
UNISTRUT P-S
SLR 100 .............................................103 SLR 150 .............................................103 WEEB-WMC ......................................103
17
www.power-strut.com
PICTORIAL TABLE OF CONTENTS
Junior Channel
PS 600J ........... 124 PS 700J ........... 125 PS 3017 ........... 124 PS 4017 ........... 124 PS 2013 ........... 125 PS 2014 ........... 125 PS 2015 ........... 125 PS 2016 ........... 125
PS 2033 ........... 125 PS 2034 ........... 125 PS 2008 ........... 126 PS 2017 ........... 126 PS 2018 ........... 126 PS 2025 ........... 126 PS 2037 ........... 126 PS 2019 ........... 126
PS 2024 ........... 126 PS 2023 R/L .... 126 PS 2010 ........... 126 PS 2026 ........... 126 PS 2011 ........... 126 PS 2029 ........... 124 PS 2041 ........... 126
Power-Angle®
PA 158 ........... 128-132 PA 238 ........... 128-132 PA 318 ........... 128-132 PA 1SC, PA 1RC .. 128 PA 1GP ................. 128 PA 1SNB .............. 128 PA 1RP ................. 128
Fiberglass Aickinstrut®
20P-2000, 20V-2000
& 20E-2000 ........... 139
20P-2200, 20V-2200
& 20E-2200 ........... 139
20P-2300, 20V-2300
& 20E-2300 ........... 139
20P-2100,
20V-2100 .............. 139
20P-1500,
20V-1500 .............. 139
20P-1700,
20V-1700 .............. 139
20P-1800,
20V-1800 .............. 139
20P-1600,
20V-1600 .............. 139
20P-1000, 20V-1000,
20E-1000 .............. 139
20P-1200, 20V-1200,
20E-1200 .............. 139
20P-1300, 20V-1300,
20E-1300 .............. 139
20P-1100,
20V-1100 .............. 139
20P-2000-SST,
20V-2000-SST ...... 139
20P-2200-SST,
20V-2200-SST ...... 139
20P-2300-SST,
20V-2300-SST ...... 139
20P-2100-SST,
20V-2100-SST ...... 139
20P/V-2500,
20P/V-2800 ........... 142
20P/V-2502,
20P/V-2802 ........... 142
20P/V-2504,
20P/V-2804 ........... 142
20P/V-2506,
20P/V-2806 ........... 142 50PU-2616 ............ 142
20P/V-2508,
20P/V-2808 ........... 142
20P/V-2510,
20P/V-2810R,
20P/V-2810L, ........ 142
20P/V-2512,
20P/V-2812 ........... 142
20P/V-2514,
20P/V-2814 ........... 142
20P/V-2516,
20P/V-2816R,
20P/V2816L .......... 143
20P/V-2518,
20P/V-2818 ........... 143
20P/V-2520,
20P/V-2820 ........... 143
18
PICTORIAL TABLE OF CONTENTS
Power-Strut® Engineering Catalog
Fiberglass Aickinstrut® (cont.)
20P/V-2522,
20P/V-2822 ........... 143
20P/V-2524,
20P/V-2824 ........... 143
20P/V-2526,
20P/V-2826 ........... 143
20P/V-2528,
20P/V-2828 ........... 143
20P/V-2530,
20P/V-2830 ........... 143
20P/V-2534,
20P/V-2834 ........... 143
20P-2541,
20V-2541 .............. 143
20P/V-2540,
20P/V-2840 ........... 143 50PU-2611 ............ 143 20P-2542,
20V-2542 .............. 144 50PU-2611-SP ...... 144 50PU-2613 ............ 144 50PU-1528,
50PU-1508 ............ 144 50PU-2045 ............ 144
50PU-2090 ............ 144
50PU-2636, 50PU-
2636A, 50PU-3636B,
50PU-2936 ............ 144
50PU-2538 ............ 144
20PU-5853, 20PU-
5854, 20PU-5855,
20 PP-5853, 20PP-
5854, 20PP-5855 .. 144
20PU-5903, 20PU-
5904, 20PU-5905,
20PU-5903, 20PP-
5904, 20PP-5905 .. 144
Adjustable Pipe
Clamp ................... 145 50PU-500SP
...............145
Rigid Pipe
Clamps ................. 146
Two-Hole Pipe
Straps ................... 146 Aickin-A-Grip ....... 147 20E-5000 .............. 147 AIC-EC ................. 147 Nonmetallic
U-Bolts ................. 148 Hex Flange Bolts . 148
Hex Bolts ............. 148 Hex Nuts .............. 149 Hex Flange Nuts .. 149 Vinyl Ester Square
Head Bolts ........... 149 Flat Washers ....... 149 All-Thread
Washers ............... 149
Heavy Duty
Channel Nuts ....... 150
Standard Duty
Channel Nuts ....... 150 Saddle Clips ........ 150 Stop-Lock
Assemblies .......... 150
Fabricated Beam
Clamps ................. 150
Molded Clevis
Hanger ................. 151
Hand Lay-Up Clevis
Hangers ............... 151
Molded Beam
Clamps ................. 151
Cope-Glas Beam
Clamps ................. 151 Beam Clip ............ 151 Threaded Rod ...... 152 Rod Couplers ...... 152 Duraclamp ........... 152 Channel
Hangers ............... 152
Power-Rack
Stanchions .......... 153
Wall Brackets ...... 153 Heavy Duty
Post Base ............ 154 Stands .................. 154
19
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CHANNEL
CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Power-Strut channel sections are
produced by multiple sets of forming
rolls which cold-work strip steel into the
channel configuration. This type of roll
forming produces a uniform channel
section held to the specifications
of MFMA-4.
■ MATERIALS:
Plain and painted green channels are formed from structural
quality strip steel which conforms to the requirements of ASTM
A-1011 SS Grade 33. Pre-galvanized channel conforms to the
requirements of
ASTM A-653 Grade 33.
■ STANDARD LENGTHS:
Stock lengths are 10 and 20 feet. Special lengths are available
upon request.
■ STANDARD FINISHES:
Standard Power-Strut channel is available in plain, painted
green, zinc dichromate or pre-galvanized finishes.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number. See page 8 - 9 for finish abbreviations and an
example.
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
20
CHANNEL
Power-Strut® Engineering Catalog
PS 100 – 15¼8" x 31¼4" x 12 ga.
See Pages 22-23
PS 150 – 15¼8" x 27¼16" x 12 ga.
See Pages 24-25
PS 200 – 15¼8" x 15¼8" x 12 ga.
See Pages 26-29
PS 500 – 15¼8" x 13¼16" x 14 ga.
See Pages 36-37
PS 520 – 15¼8" x 13¼16" x 12 ga.
See Pages 38-39
PS 560 – 15¼8" x 13¼16" x 16 ga.
See Pages 40-41
PS 400 – 15¼8" x 1" x 12 ga.
See Pages 34-35
PS 300 – 15¼8" x 13¼8" x 12 ga.
See Pages 32 -33
PS 210 – 15¼8" x 15¼8" x 14 ga.
See Pages 30-31
PS 600J – 13¼16" x 13¼16" x 19 ga.
See Junior Channel
Page 124
PS 700J – 13¼16" x 13¼32" x 19 ga.
See Junior Channel
Page 125
Channel Nut
Size-Thread
Allowable
Gauge Channel
Pull-Out
Strength (Lbs.)
Resistance
to Slip (Lbs.)
Torque
Ft.-Lbs.
3⁄4"-10
12 Gauge
PS 100
PS 150
PS 200
PS 300
2,500 1,700 *125
5⁄8"-11 2,500 1,500 *100
1⁄2"-13 2,000 1,500 50
7⁄16"-14 1,400 1,000 35
3⁄8"-16 1,000 800 19
5⁄16"-18 800 500 11
1⁄4"-20 600 300 6
1⁄2"-13 12 Gauge
PS 400
PS 520
1,500 1,500 50
3⁄8"-16 1,000 800 19
5⁄16"-18 800 500 11
1⁄4"-20 600 300 6
1⁄2"-13 14 Gauge
PS 210
PS 500
1,400 1,000 50
3⁄8"-16 1,000 750 19
5⁄16"-18 800 400 11
1⁄4"-20 600 300 6
1⁄2"-13
16 Gauge
PS 560
1,000 1,000 50
3⁄8"-16 1,000 750 19
5⁄16"-18 800 400 11
1⁄4"-20 600 300 6
* 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 page 44 for the part number
Maximum Allowable Pull-Out and Slip Loads
21
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Channel with Holes (H)
Channel with Elongated Holes (EH)
Channel with Slots (S)
Channel with Holes on Three Sides (H3)
Channel with Slotted Back (SB)
Channel with Knockouts (KO6)
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
6"
7⁄8" Dia. Knockouts
3"
15⁄8"
3⁄4"
41⁄2"
7⁄8" x 31⁄2" Slot
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■■■■■■■■■■■■■
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■■■■■■■■■
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■■■■■■■■
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■■■■
Available With These Select Channel Types:
PS 100
PS 150
PS 150 2T3
PS 200
PS 200 2T3
PS 210
PS 300
PS 300 2T3
PS 400
PS 500
PS 500 2T3
PS 520
PS 560
■
22
CHANNEL
Power-Strut® Engineering Catalog
Weight: 300 lbs./100 ft. Weight: 300 lbs./100 ft.
Weight: 300 lbs./100 ft. Weight: 305 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 100 H – Channel with Holes PS 100 EH – Channel with Elongated Holes
PS 100 S – Channel with Slots PS 100 K06 – Channel with Knockouts
PS 100 – Steel Channel (15¼8" x 31¼4" x 12 ga.)
ELEMENTS OF SECTION – PS 100
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
305 0.897 1.098 0.627 1.107 0.433 0.533 0.695
31⁄4"12 Ga.
15⁄8"
3⁄8"3⁄8"
7⁄8"
9⁄32"
X
X
1.750"
1.500"
Y
Y
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
15⁄8"
6"
7⁄8" Dia. Knockouts
3"
PS 100 2T3 – Steel Channel (15¼8" x 61¼2" x 12 ga.)
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
610 1.793 6.226 1.916 1.864 0.866 1.066 0.695
ELEMENTS OF SECTION – PS 100 2T3
61⁄2"
12 Ga
.
15⁄8"
3⁄8"3⁄8"
7⁄8"
9⁄32"
3.250"
Y
Y
XX
3.250"
23
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
* Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8. This load table is based on a solid channel
section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-100-EH 15% PS-100-S 15%
PS-100-H 10% PS-100-KO6 5%
BEAM LOADING – PS 100
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 5,260 0.03 5,260 5,260 5,260
36 3,500 0.07 3,500 3,500 3,500
48 2,630 0.12 2,630 2,630 2,630
60 2,100 0.18 2,100 2,100 1,920
72 1,750 0.26 1,750 1,750 1,330
84 1,500 0.36 1,500 1,470 980
96 1,310 0.47 1,310 1,120 750
108 1,170 0.59 1,170 890 590
120 1,050 0.73 960 720 480
144 880 1.06 670 500 330
168 750 1.43 490 370 240
192 660 1.88 370 280 190
216 580 2.35 300 220 150
240 530 2.95 240 180 120
COLUMN LOADING – PS 100
Unbraced
Height (in)
Max.
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 5,650 16,870 15,180 12,850 10,600
36 4,690 13,140 10,600 7,650 5,660
48 3,560 9,550 6,860 4,790 3,660
60 2,730 6,680 4,790 3,450 2,710
72 2,160 4,980 3,660 2,710 2,170
84 1,760 3,950 2,960 2,240 1,820
96 1,500 3,270 2,500 1,930 1,580
108 1,310 2,800 2,170 1,690 1,390
120 1,170 2,450 1,930 1,510 **
144 980 1,980 1,580 ** **
168 850 1,670 1,340 ** **
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
PS 100 & PS 100 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
COLUMN LOADING – PS 100 2T3
* Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
Unbraced
Height (in)
Max.
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 10,670 39,230 38,030 36,210 34,240
36 10,350 36,450 34,240 31,200 28,260
48 9,940 33,220 30,200 26,430 23,190
60 9,290 29,950 26,430 22,470 19,380
72 8,560 26,880 23,190 19,380 16,450
84 7,860 24,140 20,520 17,040 12,090
96 7,220 21,790 18,370 13,330 9,250
108 6,600 19,790 16,450 10,530 7,310
120 5,760 18,130 13,330 8,530 **
144 4,390 14,020 9,250 ** **
168 3,420 10,300 6,800 ** **
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 6,890 * 0.01 6,890 * 6,890 * 6,890 *
36 6,890 * 0.02 6,890 * 6,890 * 6,890 *
48 6,890 * 0.05 6,890 * 6,890 * 6,890 *
60 6,420 0.10 6,420 6,420 6,420
72 5,350 0.14 5,350 5,350 5,350
84 4,590 0.19 4,590 4,590 4,590
96 4,020 0.25 4,020 4,020 4,020
108 3,570 0.32 3,570 3,570 3,360
120 3,210 0.39 3,210 3,210 2,720
144 2,680 0.57 2,680 2,680 1,890
168 2,290 0.77 2,290 2,080 1,390
192 2,010 1.01 2,010 1,590 1,060
216 1,780 1.27 1,680 1,260 840
240 1,610 1.58 1,360 1,020 680
BEAM LOADING – PS 100 2T3
Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
6,500 Lbs. 3,000 Lbs.
PS100 – Crush Loads
7,500 Lbs.
24
CHANNEL
Power-Strut® Engineering Catalog
Weight: 242 lbs./100 ft.
Weight: 247 lbs./100 ft.
Weight: 242 lbs./100 ft.
Weight: 242 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 150 – Steel Channel (15¼8" x 27¼16" x 12 ga.)
PS 150 H – Channel with Holes PS 150 EH – Channel with Elongated Holes
PS 150 S – Channel with Slots PS 150 K06 – Channel with Knockouts
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
247 0.726 0.522 0.390 0.848 0.334 0.411 0.679
ELEMENTS OF SECTION – PS 150
27⁄16"9⁄32"
15⁄8"
3⁄8"3⁄8"
7⁄8"
12 Ga.
X
X
1.103"
1.336"
Y
Y
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
15⁄8"
6"
7⁄8" Dia. Knockouts
3"
PS 150 2T3 – Steel Channel (15¼8" x 47¼8" x 12 ga.)
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
494 1.452 2.805 1.151 1.390 0.669 0.823 0.679
ELEMENTS OF SECTION – PS 150 2T3
2.437"
2.437"
Y
Y
XX
PS 150 2T3 EH – Channel with Elongated Holes
Weight: 494 lbs./100 ft.
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
47⁄8"
12 Ga.
15⁄8"
3⁄8"3⁄8"
7⁄8"
9⁄32"
25
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
BEAM LOADING – PS 150
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 3,270 0.04 3,270 3,270 3,270
36 2,180 0.09 2,180 2,180 2,180
48 1,640 0.15 1,640 1,640 1,420
60 1,310 0.24 1,310 1,310 910
72 1,090 0.34 1,090 950 630
84 940 0.47 930 700 470
96 820 0.61 710 530 360
108 730 0.78 560 420 280
120 650 0.95 460 340 230
144 550 1.39 320 240 160
168 470 1.89 230 170 120
192 410 2.46 180 130 90
216 360 3.07 140 110 70
240 330 3.86 110 90 60
COLUMN LOADING – PS 150
Unbraced
Height (in)
Max.
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 4,640 13,840 12,570 10,840 9,190
36 3,970 11,050 9,190 7,030 5,370
48 3,180 8,420 6,390 4,620 3,630
60 2,550 6,250 4,620 3,450 2,780
72 2,120 4,790 3,630 2,780 2,260
84 1,810 3,890 3,010 2,330 1,910
96 1,580 3,290 2,580 2,020 1,650
108 1,400 2,860 2,260 1,770 1,440
120 1,270 2,530 2,020 1,580 **
144 1,060 2,070 1,650 ** **
168 920 1,750 1,380 ** **
* Bearing load may govern capacity.
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-150-EH 15%
PS-150-S 15%
PS-150-H 10%
PS-150-KO6 5%
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 150 & PS 150 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
6,600 Lbs. 3,100 Lbs.
PS150 – Crush Loads
7,600 Lbs.
BEAM LOADING – PS 150 2T3
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 5,220 * 0.01 5,220 * 5,220 * 5,220 *
36 5,220 * 0.04 5,220 * 5,220 * 5,220 *
48 4,820 0.08 4,820 4,820 4,820
60 3,860 0.13 3,860 3,860 3,860
72 3,220 0.19 3,220 3,220 3,220
84 2,760 0.26 2,760 2,760 2,500
96 2,410 0.34 2,410 2,410 1,920
108 2,140 0.42 2,140 2,140 1,510
120 1,930 0.52 1,930 1,840 1,230
144 1,610 0.76 1,610 1,280 850
168 1,380 1.03 1,250 940 630
192 1,210 1.35 960 720 480
216 1,070 1.70 760 570 380
240 960 2.09 610 460 310
COLUMN LOADING – PS 150 2T3
Unbraced
Height
(in)
Max.
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 8,580 31,810 30,880 29,520 28,100
36 8,350 29,700 28,100 26,000 24,070
48 8,080 27,390 25,330 22,910 20,940
60 7,720 25,170 22,910 20,510 17,170
72 7,270 23,190 20,940 17,170 12,700
84 6,780 21,510 18,740 13,430 9,330
96 6,130 20,110 15,630 10,290 7,150
108 5,450 17,750 12,700 8,130 5,650
120 4,800 15,260 10,290 6,590 **
144 3,760 10,830 7,150 ** **
168 2,970 7,950 5,250 ** **
*Load limited by spot weld shear.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
For Pierced Channels, reduce beam load values as follows:
PS-150 2T3-EH 15%
26
CHANNEL
Power-Strut® Engineering Catalog
ELEMENTS OF SECTION – PS 200
PS 200 – Steel Channel (15¼8" x 15¼8" x 12 ga.)
Weight: 185 lbs./100 ft.
Weight: 186 lbs./100 ft.
Weight: 189 lbs./100 ft.
Weight: 173 lbs./100 ft.
Weight: 175 lbs./100 ft.
Weight: 185 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 200 H – Channel with Holes PS 200 EH – Channel with Elongated Holes
PS 200 H3 – Channel with Holes PS 200 K06 – Channel with Knockouts
PS 200 S – Channel with Slots PS 200 SB – Channel with Slotted Back
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
189 0.555 0.185 0.202 0.577 0.236 0.290 0.651
15⁄8"
3⁄8"
3⁄8"
15⁄8"
7⁄8"9⁄32"
12 Ga.
.915"
.710"
Y
Y
X
X
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
6"
7⁄8" Dia. Knockouts
3"
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
15⁄8"
3⁄4"
41⁄2"
7⁄8" x 31⁄2" Slot
PS 200 2T3 – Steel Channel (15¼8" x 31¼4" x 12 ga.)
31⁄4"
9⁄32"
15⁄8"
3⁄8"
3⁄8"
7⁄8"
12 Ga.
Y
Y
1.625"
X
X
1.625"
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
378 1.111 0.928 0.571 0.914 0.471 0.580 0.651
ELEMENTS OF SECTION – PS 200 2T3
27
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Unbraced
Height (in)
Max.
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 3,550 10,740 9,890 8,770 7,740
36 3,190 8,910 7,740 6,390 5,310
48 2,770 7,260 6,010 4,690 3,800
60 2,380 5,910 4,690 3,630 2,960
72 2,080 4,840 3,800 2,960 2,400
84 1,860 4,040 3,200 2,480 1,980
96 1,670 3,480 2,750 2,110 1,660
108 1,510 3,050 2,400 1,810 **
120 1,380 2,700 2,110 ** **
144 1,150 2,180 1,660 ** **
BEAM LOADING – PS 200
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 1,690 0.06 1,690 1,690 1,690
36 1,130 0.13 1,130 1,130 900
48 850 0.22 850 760 500
60 680 0.35 650 480 320
72 560 0.50 450 340 220
84 480 0.68 330 250 160
96 420 0.89 250 190 130
108 380 1.14 200 150 100
120 340 1.40 160 120 80
144 280 2.00 110 80 60
168 240 2.72 80 60 40
192 210 3.55 60 50 NR
216 190 4.58 50 40 NR
240 170 5.62 40 NR NR
COLUMN LOADING – PS 200
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 200 & PS 200 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
* Bearing load may govern capacity.
NR - Not Recommended
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-200-EH 15% PS-200-S 15%
PS-200-H 10% PS-200-KO6 5%
PS-200-SB 30%
For Extruded Aluminum Channels, reduce beam load values 38%.
Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
6,700 Lbs. 3,100 Lbs.
PS200 – Crush Loads
7,700 Lbs.
Unbraced
Height (in)
Max.
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 6,430 24,280 23,610 22,700 21,820
36 6,290 22,810 21,820 20,650 19,670
48 6,160 21,410 20,300 18,670 16,160
60 6,000 20,210 18,670 15,520 12,390
72 5,620 18,970 16,160 12,390 8,950
84 5,170 16,950 13,630 9,470 6,580
96 4,690 14,890 11,190 7,250 5,040
108 4,170 12,850 8,950 5,730 3,980
120 3,690 10,900 7,250 4,640 **
144 2,930 7,630 5,040 ** **
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 3,500 * 0.02 3,500 * 3,500 * 3,500 *
36 3,190 0.07 3,190 3,190 3,190
48 2,390 0.13 2,390 2,390 2,390
60 1,910 0.20 1,910 1,910 1,620
72 1,600 0.28 1,600 1,600 1,130
84 1,370 0.39 1,370 1,240 830
96 1,200 0.51 1,200 950 630
108 1,060 0.64 1,000 750 500
120 960 0.79 810 610 410
144 800 1.14 560 420 280
168 680 1.53 410 310 210
192 600 2.02 320 240 160
216 530 2.54 250 190 130
240 480 3.16 200 150 100
BEAM LOADING – PS 200 2T3 COLUMN LOADING – PS 200 2T3
*Load limited by spot weld shear.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
For Pierced Channels, reduce beam load values as follows:
PS 200 2T3 EH 15%
(See PS 200 2T3 EH on page28.)
28
CHANNEL
Power-Strut® Engineering Catalog
PS 200 2T4 – Welded Steel Channel (15¼8" x 31¼4" x 12 ga.)
PS 200 2T5 – Welded Steel Channel (15¼8" x 31¼4" x 12 ga.)
PS 200 3T6 – Welded Steel Channel (31¼4" x 31¼4" x 12 ga.)
PS 200 2T2 – Welded Steel Channel (15¼8" x 31¼4" x 12 ga.)
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
15⁄8"
31⁄4"
Y
Y
XX
15⁄8"
31⁄4"
Y
Y
X
X
1.677
"
1.574"
.761" .864"
15⁄8"
31⁄4"
Y
Y
XX
.915"
.710"
31⁄4"
31⁄4"
12
Ga. 1.896
1.354
1.323"1.927"
XX
Y
Y
Weight: 378 lbs./100 ft.
Allowable Moment 18,640 In-Lbs
Weight: 378 lbs./100 ft.
Allowable Moment 15,950 In-Lbs
Weight: 378 lbs./100 ft.
Allowable Moment 18,640 In-Lbs
Weight: 566 lbs./100 ft.
Allowable Moment 18,680 In-Lbs
PS 200 2T3 EH – Channel with Elongated Holes
Weight: 370 lbs./100 ft.
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
29
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Y
Y
X
.494"
1.236"
PS 200 PLA – Welded Steel Channel & Plate PS 200 PLC – Welded Steel Channel & Plate
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span
(in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 9,100 * 0.01 9,100 * 9,100 * 9,100 *
36 9,100 * 0.05 9,100 * 9,100 * 9,100 *
48 7,000 0.08 7,000 7,000 7,000
60 5,600 0.13 5,600 5,600 5,600
72 4,660 0.19 4,660 4,660 4,660
84 4,000 0.26 4,000 4,000 3,630
96 3,500 0.34 3,500 3,500 2,780
108 3,110 0.43 3,110 3,110 2,200
120 2,800 0.52 2,800 2,670 1,780
144 2,330 0.75 2,330 1,850 1,230
168 2,000 1.03 1,810 1,360 910
192 1,750 1.34 1,390 1,040 690
216 1,550 1.69 1,100 820 550
240 1,400 2.10 890 670 440
BEAM LOADING – PS 200 PLC
Unbraced
Height (in)
Max.
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 11,420 36,800 33,890 30,440 27,600
36 10,600 30,840 27,600 24,400 22,160
48 9,860 26,400 23,560 21,060 19,470
60 9,160 23,370 21,060 19,160 18,020
72 8,610 21,310 19,470 18,020 17,140
84 8,170 19,890 18,410 17,260 15,240
96 7,790 18,890 17,670 16,760 11,670
108 7,460 18,160 17,140 13,280 9,220
120 7,150 17,590 16,760 10,750 7,470
144 5,660 16,840 11,670 7,470 **
168 4,520 12,990 8,570 ** **
COLUMN LOADING – PS 200 PLC
Part No. Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
PS 200 PLA 333 0.739 0.287 0.248 0.623 0.617 0.290 0.914
PS 200 PLC 668 1.965 4.068 1.669 1.439 1.092 1.190 0.745
ELEMENTS OF SECTION
13⁄16"
1.730"
4"
47⁄8"
15⁄8"
1.834"
2.437"
Y
Y
XX
PS 200 PLC – Load Data
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading.
30
CHANNEL
Power-Strut® Engineering Catalog
PS 210 – Steel Channel (15¼8" x 15¼8" x 14 ga.)
Weight: 137 lbs./100 ft. Weight: 141 lbs./100 ft.
Weight: 137 lbs./100 ft. Weight: 137 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 210 H – Channel with Holes PS 210 EH – Channel with Elongated Holes
PS 210 S – Channel with Slots PS 210 K06 – Channel with Knockouts
ELEMENTS OF SECTION – PS 210
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
142 0.418 0.145 0.162 0.589 0.176 0.217 0.650
15⁄8"
3⁄8"
3⁄8"
15⁄8"
7⁄8"
9⁄32"
14 Ga.
.896"
.729"
Y
Y
XX
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
15⁄8"
6"
7⁄8" Dia. Knockouts
3"
PS 210 2T3 – Steel Channel (15¼8" x 31¼4" x 14 ga.)
ELEMENTS OF SECTION – PS 210 2T3
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
284 0.835 0.733 0.451 0.937 0.353 0.434 0.650
31⁄4"
9⁄32"
15⁄8"
3⁄8"
3⁄8"7⁄8"
14 Ga.
Y
Y
1.625"
X
X
1.625"
31
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 1,350 0.06 1,350 1,350 1,350
36 900 0.13 900 900 700
48 680 0.23 680 590 400
60 540 0.36 510 380 250
72 450 0.51 350 260 180
84 390 0.70 260 190 130
96 340 0.92 200 150 100
108 300 1.15 160 120 80
120 270 1.42 130 90 60
144 230 2.09 90 70 40
168 190 2.75 60 50 30
192 170 3.67 50 40 NR
216 150 4.61 40 30 NR
240 140 5.90 30 NR NR
BEAM LOADING – PS 210
Unbraced
Height (in)
Max.
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 2,800 8,040 7,330 6,360 5,430
36 2,410 6,480 5,430 4,190 3,210
48 1,940 4,990 3,830 2,760 2,160
60 1,550 3,740 2,760 2,050 1,640
72 1,290 2,860 2,160 1,640 1,320
84 1,100 2,310 1,780 1,370 1,110
96 950 1,950 1,520 1,180 950
108 840 1,690 1,320 1,030 **
120 760 1,490 1,180 ** **
144 630 1,210 950 ** **
COLUMN LOADING – PS 210
PS 210 & PS 210 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric load-
ing.
* Bearing load may govern capacity.
NR - Not Recommended
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-210-EH 15%
PS-210-S 15%
PS-210-H 10%
PS-210-KO6 5%
Resistance to Slip – 1,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 1,400 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
3,500 Lbs. 1,700 Lbs.
PS210 – Crush Loads
4,000 Lbs.
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 2,180 * 0.02 2,180 * 2,180 * 2,180 *
36 2,180 * 0.06 2,180 * 2,180 * 2,180 *
48 1,890 0.13 1,890 1,890 1,890
60 1,510 0.20 1,510 1,510 1,280
72 1,260 0.28 1,260 1,260 890
84 1,080 0.39 1,080 980 650
96 950 0.51 950 750 500
108 840 0.64 790 590 400
120 760 0.79 640 480 320
144 630 1.13 440 330 220
168 540 1.54 330 250 160
192 470 2.00 250 190 130
216 420 2.55 200 150 100
240 380 3.16 160 120 80
BEAM LOADING – PS 210 2T3
Unbraced
Height
(in)
Max.
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 5,010 18,250 17,700 16,880 16,030
36 4,860 16,990 16,030 14,770 13,620
48 4,700 15,610 14,380 12,930 11,750
60 4,480 14,280 12,930 11,490 9,290
72 4,210 13,100 11,750 9,290 6,700
84 3,880 12,090 10,220 7,090 4,930
96 3,480 11,170 8,390 5,430 3,770
108 3,060 9,640 6,700 4,290 2,980
120 2,680 8,170 5,430 3,480 **
144 2,090 5,710 3,770 ** **
COLUMN LOADING – PS 210 2T3
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading.
32
CHANNEL
Power-Strut® Engineering Catalog
PS 300 – Steel Channel (15¼8" x 13¼8" x 12 ga.)
Weight: 165 lbs./100 ft.
Weight: 165 lbs./100 ft.
Weight: 165 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 300 H – Channel with Holes PS 300 EH – Channel with Elongated Holes
PS 300 S – Channel with Slots
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
170 0.500 0.120 0.153 0.489 0.203 0.250 0.638
ELEMENTS OF SECTION – PS 300
13⁄8"
9⁄32"
15⁄8"
7⁄8"
3⁄8"3⁄8"
12 Ga.
.784"
Y
Y
XX
.591"
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
PS 300 2T3 – Steel Channel (15¼8" x 23¼4" x 12 ga.)
ELEMENTS OF SECTION – PS 300 2T3
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
340 1.000 0.591 0.430 0.769 0.407 0.501 0.638
23⁄4"
15⁄8"
12 Ga.
1.375"
1.375"
Y
Y
X
X
PS 300 2T3 EH – Channel with Elongated Holes
Weight: 340 lbs./100 ft.
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
33
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 1,280 0.07 1,280 1,280 1,280
36 850 0.15 850 850 580
48 640 0.26 640 490 330
60 510 0.41 420 310 210
72 430 0.59 290 220 150
84 370 0.81 210 160 110
96 320 1.05 160 120 80
108 280 1.30 130 100 60
120 260 1.66 100 80 50
144 210 2.32 70 50 40
168 180 3.15 50 40 30
192 160 4.18 40 30 NR
216 140 5.21 NR NR NR
240 130 6.64 NR NR NR
BEAM LOADING – PS 300
Unbraced
Height (in)
Max.
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 3,180 9,690 8,980 8,050 7,210
36 2,920 8,160 7,210 6,130 5,240
48 2,590 6,820 5,810 4,730 3,860
60 2,300 5,740 4,730 3,690 2,990
72 2,040 4,850 3,860 2,990 2,270
84 1,830 4,100 3,240 2,400 **
96 1,650 3,530 2,770 1,840 **
108 1,450 3,080 2,270 ** **
120 1,250 2,710 1,840 ** **
COLUMN LOADING – PS 300
PS 300 & PS 300 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
* Bearing load may govern capacity.
NR - Not Recommended
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-300-EH 15%
PS-300-S 15%
PS-300-H 10% Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
6,700 Lbs. 3,200 Lbs.
PS300 – Crush Loads
7,700 Lbs.
Unbraced
Height (in)
Max.
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 5,740 21,780 21,200 20,430 19,720
36 5,620 20,520 19,720 18,830 17,680
48 5,520 19,400 18,570 16,570 14,260
60 5,330 18,510 16,570 13,670 10,810
72 5,030 16,850 14,260 10,810 7,730
84 4,630 14,990 11,930 8,180 5,680
96 4,190 13,090 9,720 6,260 4,350
108 3,720 11,230 7,730 4,950 **
120 3,300 9,460 6,260 4,010 **
144 2,620 6,590 4,350 ** **
COLUMN LOADING – PS 300 2T3
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 2,960 * 0.03 2,960 * 2,960 * 2,960 *
36 2,400 0.08 2,400 2,400 2,400
48 1,800 0.15 1,800 1,800 1,610
60 1,440 0.23 1,440 1,440 1,030
72 1,200 0.33 1,200 1,080 720
84 1,030 0.46 1,030 790 530
96 900 0.59 810 610 400
108 800 0.75 640 480 320
120 720 0.93 520 390 260
144 600 1.34 360 270 180
168 510 1.81 260 200 130
192 450 2.38 200 150 100
216 400 3.01 160 120 80
240 360 3.72 130 100 NR
BEAM LOADING – PS 300 2T3
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
For Pierced Channels, reduce beam load values as follows:
PS-300 2T3 EH 15%
34
CHANNEL
Power-Strut® Engineering Catalog
PS 400 – Steel Channel (15¼8" x 1" x 12 ga.)
Weight: 136 lbs./100 ft. Weight: 136 lbs./100 ft.
Weight: 136 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 400 H – Channel with Holes PS 400 EH – Channel with Elongated Holes
PS 400 S – Channel with Slots
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
144 0.424 0.053 0.092 0.354 0.161 0.198 0.616
ELEMENTS OF SECTION – PS 400
1"
9⁄32"
15⁄8"
3⁄8"3⁄8"
7⁄8"
12 Ga. XX
0.404"
0.596"
Y
Y
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
PS 400 2T3 – Steel Channel (15¼8" x 2" x 12 ga.)
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
288 0.849 0.255 0.255 0.548 0.322 0.396 0.616
ELEMENTS OF SECTION – PS 400 2T3
2" 9⁄32"
1 5⁄8"
3⁄8"3⁄8"
7⁄8"
12 Ga.
X
X
1"
1"
Y
Y
35
www.power-strut.com
CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 770 0.09 770 770 580
36 510 0.20 510 390 260
48 380 0.35 290 220 150
60 310 0.56 190 140 90
72 260 0.80 130 100 60
84 220 1.08 90 70 50
96 190 1.39 70 50 40
108 170 1.78 60 40 30
120 150 2.15 50 30 20
144 130 3.22 30 20 20
168 110 4.32 NR NR NR
192 100 5.87 NR NR NR
216 90 7.52 NR NR NR
BEAM LOADING – PS 400
Unbraced
Height
(in)
Max.
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
36 2,470 7,210 6,580 5,310 4,030
48 2,180 6,200 4,870 3,280 2,280
60 1,770 4,760 3,280 2,100 **
72 1,420 3,450 2,280 ** **
84 1,150 2,530 1,670 ** **
96 ** 1,940 ** ** **
COLUMN LOADING – PS 400
PS 400 & PS 400 2T3 – Load Data
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
* Bearing load may govern capacity.
NR - Not Recommended
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-400-EH 15%
PS-400-S 15%
PS-400-H 10%
Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
7,300 Lbs. 3,400 Lbs.
PS400 – Crush Loads
8,400 Lbs.
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 2,140 * 0.05 2,140 * 2,140 * 2,140 *
36 1,420 0.11 1,420 1,420 1,240
48 1,070 0.20 1,070 1,040 700
60 850 0.32 850 670 450
72 710 0.46 620 460 310
84 610 0.63 450 340 230
96 530 0.81 350 260 170
108 470 1.03 280 210 140
120 430 1.29 220 170 110
144 360 1.86 150 120 80
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
BEAM LOADING – PS 400 2T3
Unbraced
Height
(in)
Max.
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 4,720 18,310 17,840 17,300 16,760
36 4,640 17,360 16,760 15,260 13,610
48 4,470 16,280 14,720 12,460 10,170
60 4,230 14,590 12,460 9,610 6,980
72 3,930 12,750 10,170 6,980 4,840
84 3,520 10,880 7,990 5,130 3,560
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 ** **
COLUMN LOADING – PS 400 2T3
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading.
36
CHANNEL
Power-Strut® Engineering Catalog
PS 500 – Steel Channel (15¼8" x 13¼16" x 14 ga.)
Weight: 87 lbs./100 ft.
Weight: 87 lbs./100 ft.
ELEMENTS OF SECTION – PS 500
Weight: 87 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
98 0.290 0.026 0.054 0.298 0.107 0.132 0.609
PS 500 H – Channel with Holes PS 500 EH – Channel with Elongated Holes
PS 500 S – Channel with Slots
7⁄8"
13⁄16"
15⁄8"
3⁄8"3⁄8"
1⁄4"
14 Ga. .333"
.480"
Y
Y
XX
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
PS 500 2T3 – Steel Channel (15¼8" x 15¼8" x 14 ga.)
ELEMENTS OF SECTION – PS 500 2T3
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
197 0.579 0.117 0.143 0.449 0.214 0.264 0.608
15⁄8"
7⁄8"
15⁄8"
3⁄8"3⁄8"
1⁄4"
14 Ga.
.812"
.812"
Y
Y
XX
PS 500 2T3 EH – Channel with Elongated Holes
Weight: 174 lbs./100 ft.
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
37
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CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Span
(in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 450 0.11 450 420 280
36 300 0.24 250 190 130
48 230 0.44 140 110 70
60 180 0.67 90 70 50
72 150 0.96 60 50 30
84 130 1.32 50 30 20
96 110 1.67 40 30 20
108 100 2.16 30 20 10
120 90 2.67 20 20 10
Unbraced
Height (in)
Max.
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 1,840 5,610 5,210 4,570 3,850
36 1,640 4,660 3,850 2,800 1,960
48 1,310 3,490 2,480 1,590 1,100
60 1,000 2,400 1,590 ** **
72 770 1,670 1,100 ** **
BEAM LOADING – PS 500 COLUMN LOADING – PS 500
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
* Bearing load may govern capacity.
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-500-EH 15%
PS-500-S 15%
PS-500-H 10%
Resistance to Slip – 1,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 1,400 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
3,500 Lbs. 1,800 Lbs.
PS500 – Crush Loads
4,100 Lbs.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Unbraced
Height
Max
Allowable
Load at
Slot Face
Max. Column Load Applied at C.G.
K = 0.65 K = 0.80 K =1.0 K = 1.2
24 3,240 12,370 11,950 11,370 10,540
36 3,120 11,470 10,540 9,160 7,720
48 2,940 10,090 8,680 6,770 4,980
60 2,680 8,560 6,770 4,590 3,190
72 2,310 7,010 4,980 3,190 2,220
84 1,950 5,530 3,660 2,340 **
96 1,650 4,250 2,800 ** **
108 1,410 3,360 2,220 ** **
COLUMN LOADING – PS 500 2T3
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 1,090 * 0.06 1,090 * 1,090 * 1,090 *
36 800 0.14 800 800 570
48 600 0.25 600 480 320
60 480 0.39 410 310 200
72 400 0.57 280 210 140
84 340 0.76 210 160 100
96 300 1.00 160 120 80
108 270 1.29 130 90 60
120 240 1.57 100 80 50
BEAM LOADING – PS 500 2T3
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading.
For Pierced Channels, reduce beam load values as follows:
PS-500 2T3 EH 15%
PS 500 & PS 500 2T3 – Load Data
38
CHANNEL
Power-Strut® Engineering Catalog
PS 520 – Steel Channel (15¼8" x 13¼16" x 12 ga.)
Weight: 120 lbs./100 ft. Weight: 120 lbs./100 ft.
Weight: 118 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 520 H – Channel with Holes PS 520 EH – Channel with Elongated Holes
PS 520 S – Channel with Slots
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
131 0.384 0.031 0.064 0.283 0.138 0.170 0.599
ELEMENTS OF SECTION – PS 520
7⁄8"
13
⁄16
"
15⁄8"
3⁄8"3⁄8"
9⁄32"
12 Ga .321"
.492"
Y
Y
XX
15⁄8"
13⁄16"17⁄8"
(typ.)
9⁄16" Dia. Holes
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
PS 520 2T3 – Steel Channel (15¼8" x 15¼8" x 12 ga.)
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
262 0.770 0.146 0.180 0.436 0.277 0.340 0.599
ELEMENTS OF SECTION – PS 520 2T3
15⁄8"
7⁄8"
15⁄8"
3⁄8"3⁄8"
9⁄32"
12 Ga. .812"
.812"
Y
Y
XX
39
www.power-strut.com
CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-520-EH 15%
PS-520-H 10%
PS-520-S 15%
Span
(in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 540 0.11 540 510 340
36 360 0.24 300 220 150
48 270 0.43 170 130 80
60 220 0.68 110 80 50
72 180 0.96 70 60 40
84 150 1.27 60 40 30
96 130 1.65 40 30 20
108 120 2.16 30 20 20
120 110 2.72 30 20 NR
144 90 3.84 20 NR NR
168 80 5.43 NR NR NR
192 70 7.09 NR NR NR
BEAM LOADING – PS 520
Unbraced
Height
(in)
Max.
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 2,250 7,480 6,800 5,820 4,810
36 1,980 5,950 4,810 3,380 2,350
48 1,580 4,310 2,970 1,900 **
60 1,210 2,880 1,900 ** **
72 ** 2,000 ** ** **
COLUMN LOADING – PS 520
Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
7,300 Lbs. 3,400 Lbs.
PS520 – Crush Loads
8,400 Lbs.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span (in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 1,510 0.06 1,510 1,510 1,510
36 1,010 0.14 1,010 1,010 710
48 760 0.25 760 600 400
60 610 0.40 510 380 260
72 500 0.56 360 270 180
84 430 0.77 260 200 130
96 380 1.01 200 150 100
108 340 1.29 160 120 80
120 300 1.56 130 100 60
144 250 2.25 90 70 40
168 220 3.14 70 50 NR
192 190 4.05 50 NR NR
216 170 5.16 NR NR NR
240 150 6.24 NR NR NR
BEAM LOADING – PS 520 2T3
Unbraced
Height
(in)
Max.
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 4,140 16,490 15,980 14,970 13,810
36 3,980 15,100 13,810 11,910 9,940
48 3,730 13,190 11,260 8,650 6,270
60 3,390 11,090 8,650 5,780 4,010
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 ** ** **
COLUMN LOADING – PS 520 2T3
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
PS 520 – Steel Channel (15¼8" x 13¼16" x 12 ga.) - Load Data
40
CHANNEL
Power-Strut® Engineering Catalog
PS 560 – Steel Channel (15¼8" x 13¼16" x 16 ga.)
Weight: 79 lbs./100 ft. Weight: 79 lbs./100 ft.
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
PS 560 EH – Channel with Elongated Holes
PS 560 S – Channel with Slots
ELEMENTS OF SECTION – PS 560
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
83 0.244 0.023 0.049 0.306 0.092 0.113 0.613
13⁄16"
15⁄8"
3⁄8"
3⁄8"7⁄8"
1⁄4"
16 Ga.
.343"
2
1
.470"
15⁄8"
5⁄8"2"
9⁄16" x 11⁄8" Dia. Holes
15⁄8"
1⁄2"4"
13⁄32" x 3" Slot
PS 560 2T3 – Steel Channel (15¼8" x 15¼8" x 16 ga.)
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
166 0.478 0.104 0.128 0.462 0.183 0.225 0.613
ELEMENTS OF SECTION – PS 560 2T3
15⁄8"
7⁄8"
15⁄8"
3⁄8"3⁄8"
9⁄32"
16 Ga. .812"
.812"
Y
Y
XX
41
www.power-strut.com
CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Span
(in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 410 0.11 410 370 250
36 270 0.24 220 170 110
48 200 0.43 120 90 60
60 160 0.67 80 60 40
72 140 1.01 60 40 30
84 120 1.38 40 30 20
96 100 1.72 30 20 20
108 90 2.20 20 20 10
120 80 2.68 20 10 10
BEAM LOADING – PS 560
Unbraced
Height (in)
Max.
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 1,630 4,670 4,290 3,780 3,310
36 1,450 3,840 3,310 2,460 1,730
48 1,160 3,030 2,190 1,400 970
60 870 2,120 1,400 900 **
72 670 1,470 970 ** **
COLUMN LOADING – PS 560
Resistance to Slip – 1,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
Pull Out Strength – 1,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.
3,000 Lbs. 2,600 Lbs. 1,200 Lbs.
PS560 – Crush Loads
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
* Bearing load may govern capacity.
This load table is based on a solid channel section.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
For Pierced Channels, reduce beam load values as follows:
PS-520-EH 15%
PS-520-S 15%
Finish: Plain, Painted Green, or Pregalvanized Order By: No., Length and Finish
Span
(in)
Max
Allowable
Uniform
Load (lb)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
24 810 * 0.05 810 * 810 * 810 *
36 710 0.14 710 710 500
48 540 0.25 540 430 280
60 430 0.40 360 270 180
72 360 0.57 250 190 130
84 310 0.78 190 140 90
96 270 1.02 140 110 70
108 240 1.29 110 80 60
120 210 1.54 90 70 50
144 180 2.29 60 50 30
BEAM LOADING – PS 560 2T3
Unbraced
Height
(in)
Max.
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 2,830 10,390 10,000 9,470 8,960
36 2,740 9,530 8,960 7,870 6,700
48 2,590 8,620 7,480 5,910 4,440
60 2,340 7,380 5,910 4,090 2,840
72 2,020 6,110 4,440 2,840 1,970
84 1,700 4,880 3,260 2,090 **
96 1,440 3,780 2,500 ** **
108 1,230 2,990 1,970 ** **
COLUMN LOADING – PS 560 2T3
*Load limited by spot weld shear.
† Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply cor-
responding deflection by 0.8. This load table is based on a solid channel section.
Loads include weight of channel, which must be deducted.
Loads must be multiplied by the applicable unbraced factor from page 42.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric loading.
PS 560 – Steel Channel (15¼8" x 13¼16" x 16 ga.) - Load Data
42
CHANNEL
Power-Strut® Engineering Catalog
PS 6153 - Strut Safety End Cap PS 6152 – Decorative End Cap
(For OSHA Req'd End of Hand Rail)
PS 9050 – Green Touch-up
Spray Paint
Finish: Electro-galvanized
Use With: PS-200, PS-210
Part No. Use With Wt./100
pcs.
PS-6153-1 PS-100, PS200 2T3 5.0
PS-6153-2 PS-200,PS-210 2.8
PS-6153-3 PS-300 2.5
PS-6153-5 PS-500, PS-520,
PS560 2.0 Weight: 10 lbs./100 pcs. Weight: 253 lbs./100
Aerosol can may be subject
to shipping restrictions
Material: Red Colored PVC
Lateral Bracing Factors
Span Single Channel
Ft. In PS 100 PS 150 PS 200 PS 210 PS 300 PS 400 PS 500 PS 520 PS 560
2 24 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3 36 0.85 0.89 0.94 0.89 0.96 1.00 0.98 1.00 0.94
4 48 0.70 0.77 0.88 0.78 0.91 0.98 0.94 1.00 0.88
5 60 0.55 0.67 0.82 0.68 0.88 0.96 0.91 1.00 0.83
6 72 0.44 0.58 0.78 0.59 0.84 0.94 0.89 0.98 0.79
7 84 0.38 0.51 0.75 0.52 0.82 0.92 0.86 0.97 0.75
8 96 0.33 0.46 0.71 0.47 0.79 0.91 0.84 0.96 0.72
9 108 0.30 0.42 0.69 0.43 0.77 0.89 0.82 0.95 0.69
10 120 0.28 0.40 0.66 0.40 0.75 0.87 0.80 0.93 0.66
12 144 0.24 0.36 0.61 0.36 0.70 0.84 0.76 0.91 0.60
14 168 0.22 0.32 0.55 0.32 0.66 0.81 0.73 0.89 0.55
16 192 0.21 0.30 0.51 0.30 0.62 0.78 0.69 0.86 0.50
18 216 0.19 0.28 0.47 0.28 0.58 0.75 0.65 0.84 0.47
20 240 0.18 0.26 0.44 0.26 0.54 0.72 0.61 0.81 0.43
Lateral Bracing Load Reduction Charts
Lateral Bracing Factors
Span Double Channel
Ft. In PS 100 2T3 PS 150 2T3 PS 200 2T3 PS 210 2T3 PS 300 2T3 PS 400 2T3 PS 500 2T3 PS 520 2T3 PS 560 2T3
2 24 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3 36 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
4 48 0.97 0.98 1.00 0.98 1.00 1.00 1.00 1.00 0.98
5 60 0.90 0.93 0.97 0.93 0.98 1.00 0.96 1.00 0.93
6 72 0.83 0.87 0.93 0.87 0.95 0.97 0.92 0.97 0.88
7 84 0.76 0.81 0.89 0.82 0.92 0.95 0.89 0.95 0.83
8 96 0.68 0.76 0.85 0.76 0.88 0.92 0.85 0.92 0.79
9 108 0.61 0.70 0.81 0.70 0.85 0.90 0.81 0.90 0.74
10 120 0.54 0.64 0.78 0.65 0.82 0.87 0.78 0.87 0.69
12 144 0.43 0.53 0.70 0.54 0.76 0.82 0.71 0.83 0.60
14 168 0.35 0.45 0.63 0.45 0.70 0.77 0.64 0.78 0.51
16 192 0.30 0.39 0.56 0.39 0.64 0.72 0.57 0.73 0.44
18 216 0.27 0.34 0.49 0.34 0.58 0.67 0.50 0.68 0.39
20 240 0.24 0.30 0.44 0.31 0.52 0.62 0.45 0.63 0.35
FASTENERS
FASTENERS
43
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Power-Strut Clamping Nuts are cold
formed, with two grooves, each with
six sharp teeth and then case hardened.
These sharp hardened teeth bite into
the inturned edges of the Power-Strut
channel forming a strong vise-like
connection giving greater strength and
resistance to slippage.
■ MATERIAL:
Channel clamping nuts meet ASTM A576 GR1015M, and are
case hardened. Hex head bolts meet SAE J429 GR 2. Square
and hex nuts meet ASTM A563 GR A.
■ SCREW THREADS DATA:
All Power-Strut nuts and bolts are manufactured to meet the
Unified Screw Threads standard, ANSI B1.1, Coarse Series
UNC, class 2. Continuous Threaded Rod: Meets ASTM A-510.
■ STANDARD FINISH:
All fasteners have an electro-galvanized finish.
■ RECOMMENDED BOLT TORQUE:
Bolt Size 1⁄4"–20 5⁄16"–18 3⁄8"–16 1⁄2"–13 5⁄8"–11 3⁄4"–10
Rec. Torque
Ft/Lbs 6 11 19 50 100 125
Max. Torque
Ft/Lbs 7 15 25 70 125 135
44
FASTENERS
Power-Strut® Engineering Catalog
PS LS
PS SS
PS RS
PS NS
PS NS S
PS 517
PS TG
PS 3281
PS 3500
PS ML
PS KW
PS 100
15⁄8 x 31⁄4 x 12 ga.
✓✓ ✓✓✓✓
PS 150
15⁄8 x 27⁄16 x 12 ga.
✓✓ ✓✓✓✓
PS 200
15⁄8 x 15⁄8 x 12 ga.
✓✓ ✓✓✓✓✓✓
PS 210
15⁄8 x 15⁄8 x 14 ga.
✓✓ ✓✓✓✓✓✓
PS 300
15⁄8 x 13⁄8 x 12 ga.
✓✓ ✓✓✓✓✓✓
PS 400
15⁄8 x 1 x 12 ga.
✓✓✓ ✓✓ ✓✓
PS 500
15⁄8 x 13⁄16 x 14 ga.
✓✓*✓✓✓ ✓✓
PS 520
15⁄8 x 13⁄16 x 12 ga.
✓✓*✓✓✓ ✓✓
PS 560
15⁄8 x 13⁄16 x 16 ga.
✓✓*✓✓✓ ✓✓
✓Indicates Nuts To Be Used With The Channel
3⁄8" or smaller
Channel Nut Selection Chart
Channel
Nuts
*
Finish: Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
45
www.power-strut.com
FASTENERS
PS 6024 – Hex Head Cap Screw
PS 6072 – Round Head Machine Screw
PS 6108 – Square Nut
PS 6075 – Slotted Hex Head Machine Screw
PS 83 – Hexagon Nut
PS 209 – Flat Washer
PS 6112 – Oversize Square Nut
Size Wt./100
pcs
1⁄4 x 3⁄4" 1.5
1⁄4 x 1" 1.8
1⁄4 x 11⁄4" 2.1
1⁄4 x 11⁄2" 2.4
3⁄8 x 3⁄4" 3.6
3⁄8 x 1" 4.2
3⁄8 x 11⁄4" 4.9
3⁄8 x 11⁄2" 5.6
3⁄8 x 2" 7.2
1⁄2 x 3⁄4" 8.1
1⁄2 x 1" 9.2
1⁄2 x 11⁄4" 10.4
1⁄2 x 11⁄2" 11.6
1⁄2 x 13⁄4" 13.0
1⁄2 x 2" 14.4
Size Wt./100
pcs
1⁄4 x 3⁄4" 1.7
5⁄16 x 1" 2.6
5⁄16 x 11⁄4" 3.0
5⁄16 x 11⁄2" 3.4
3⁄8 x 11⁄4" 5.3
Size Wt./100
pcs
1⁄4 x 3⁄4" 1.3
1⁄4 x 1" 1.6
1⁄4 x 11⁄4" 1.9
3⁄8 x 1" 4.4
3⁄8 x 11⁄4" 5.0
3⁄8 x 11⁄2" 5.6
Size Wt./100
pcs
1⁄4" 0.7
3⁄8" 1.6
1⁄2" 3.8
5⁄8" 7.3
3⁄4" 11.9
Size Wt./100
pcs
1⁄4".9
5⁄16" 1.6
3⁄8" 2.6
1⁄2" 5.8
Size
Pcs.
Outside
Diameter
Wt./100
pcs
1⁄4"3⁄4" 0.7
3⁄81" 1.5
1⁄2"1
3⁄8" 3.9
5⁄8"1
3⁄4" 7.7
3⁄4"2"11
Size Wt./100
pcs
1⁄4"-20 13
3⁄8"-16 14
1⁄2"-13 14
5⁄8"-11 12
3⁄4"-16 11
7⁄8"-11 10
11⁄4"
PS 6064 – Square Head Cone Point Set Screw
Size Wt./100
pcs
3⁄8 x 11⁄2" 4.5
3⁄8 x 2" 6.1
1⁄2 x 11⁄2" 8.5
1⁄2 x 2" 11.4
Finish: Electro-galvanized Order By: No., Size and Finish
46
FASTENERS
Power-Strut® Engineering Catalog
PS 230 – Fender Washer PS 211 – Lock Washer
PS 146 – Continuous Thread Rod
PS 135 – Rod Coupling
PS 517 – Channel Nut with Stud
Size Wt./100
pcs
1⁄4" 3.3
3⁄8" 3.0
1⁄2" 2.8
Size Wt./ 100
pcs
1⁄4" 0.3
3⁄8" 0.7
1⁄2" 1.5
Load Information: See the technical data section, page 168
Rod
Size
Max Load
lbs.
Wt./ 100
pcs.
1⁄4" 240 2
3⁄8" 610 9
1⁄2" 1,130 10
5⁄8" 1,810 18
3⁄4" 2,710 28
Use With: PS 200, PS 210 and
PS 300 channel.
Size Wt./100
pcs
1⁄4" x 1" 8.1
1⁄4" x 11⁄4" 8.3
1⁄4" x 11⁄2" 8.6
1⁄4" x 2" 9.1
3⁄8" x 1" 13.0
3⁄8" x 11⁄4" 14.0
3⁄8" x 11⁄2" 14.0
3⁄8" x 2" 15.0
1⁄2" x 1" 15.0
1⁄2" x 11⁄4" 16.0
1⁄2" x 11⁄2" 17.0
1⁄2" x 2" 19.0
Rod
Size
Wt./100 pcs.
6'
Lengths
10'
Lengths
12'
Lengths
1⁄4" 73 121 146
3⁄8" 175 292 350
1⁄2" 319 531 638
5⁄8" 504 840 1,008
3⁄4" 740 1,234 1,480
PS 231 – Slot Adapter
Size Wt./100
pcs
1⁄4" 1.0
3⁄8" 1.5
Finish: Plain or Electro-galvanized
Standard Length: 6' or 10';
Other lengths available
Low Carbon Steel
Fy = 32,000 psi minimum
Ft = 52,000 psi minimum
PS 3281 – Double Conveyor Adjusting Nut
Size Threads Wt./100
pcs
3⁄8" 16 17.5
Use With: All 15⁄8" channel.
Finish: Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
47
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FASTENERS
PS LS – Clamping Nut with Long Spring
PS RS – Clamping Nut with Long Spring
PS SS – Clamping Nut with Short Spring
PS NS – Clamping Nut without Spring
PS NS S – Shallow Clamping Nut without Spring
Use With: PS 100 and PS 150 Channel.
Size Threads Wt./100
pcs
1⁄4" 20 7.5
3⁄8" 16 10.2
1⁄2" 13 12.3
5⁄8" 11 15.8
3⁄4" 10 14.1
Use With: PS 400, PS 500, PS 520, and PS 560 channel.
*PS SS 1⁄2" and PS SS 5⁄8" nuts have 3⁄8" body thickness.
Size Threads Wt./100
pcs
#8-32 32 7.0
#10-24 24 7.0
#10-32 32 7.0
1⁄4" 20 6.9
5⁄16" 18 6.7
3⁄8" 16 9.6
1⁄2" 13* 8.8
5⁄8" 11* 11.5
3⁄4" 10* 10.0
Use With: PS 100, PS 150, PS 200, PS 210 and PS 300 channel.
*Can be used with PS 400, PS 500, PS 520 and PS 560 channel.
Size Threads Wt./100
pcs
#8-32 32* 8.0
#10-32 6.6
#10-24 24* 6.7
1⁄4" 20* 6.6
5⁄16" 18* 6.4
3⁄8" 16* 9.3
1⁄2" 13 11.4
Size Threads Wt./100
pcs
5⁄8" 11 15.2
3⁄4" 10 13.0
7⁄8" 9 14.0
Use With: PS 200, PS 210 and PS 300 Channel.
Size Threads Wt./100
pcs
5⁄8" 11 15.5
3⁄4" 10 13.8
7⁄8" 9 14.3
Size Threads Wt./100
pcs
#8-32 32 7.0
#10-24 24 7.2
#10-32 32 7.2
1⁄4" 20 7.1
5⁄16" 18 7.0
3⁄8" 16 9.9
1⁄2" 13 11.9
Use With: PS 500, PS 520, and PS 560 channel.
Size Threads Wt./100
pcs
1⁄2" 13 6.9
5⁄8" 11 9.7
3⁄4" 10 8.4
PS ML – Missing Link Multi-Purpose Strut Fastener
Use With: Any slotted channel.
Size Threads Wt./100
pcs
1⁄2" 13 6.9
5⁄8" 11 9.7
3⁄4" 10 8.4
PS TG – Top Grip™ Nut
Part No. Size Threads Wt./100
pcs
PSTG 1⁄4 1⁄4"20 7
PSTG 3⁄83⁄8"16 10
PSTG 1⁄2*1⁄2"13 8
Use With: All 15⁄8" Channel.
*PS TG 1⁄2" nut has a 3⁄8" body thickness
Finish: Electro-galvanized Order By: No., Size and Finish
48
FASTENERS
Power-Strut® Engineering Catalog
PS 202 – Eyelet PS 205 – Eyelet with Stud
PS 204 – Linked Eyelets PS 203 – Linked Eyelet with Stud
Rod
Size A Stock Dia. Max. Load
lbs.
Wt.
100 pcs
3⁄8"13⁄4"3⁄8" 610 15
1⁄2"18
Rod
Size A Stock Dia. Max. Load
lbs.
Wt./100
pcs
3⁄8"1
7⁄16"3⁄8" 610 23
1⁄2"1
3⁄8"32
Thread
Size A Stock Dia. Max. Load
lbs.
Wt./
100 pcs
3⁄8"1
13⁄16"3⁄8" 610 16
1⁄2"1
3⁄4"20
Rod
Size A Stock Dia. Max. Load
lbs.
Wt./100
pcs
3⁄8"1
7⁄16"3⁄8" 610 27
1⁄2"1
3⁄8"45
A
A
1"
A
A
1"
A
A
PS 3500 3¼8" - 5¼8" – Seismic Rod Stiffener
Part No. Wt./100
pcs
PS 3500 3⁄8"–5⁄8"16
PS KW – Kwik Washer™
1
2
Size Load
Lbs
Wt./100
pcs
1⁄4" 250 1.2
3⁄8" 610 2.6
1⁄2" 1,130 9.3
Use With: Any channel.
PS 3500
THREADED
ROD
PS 200 ROD
STIFFENER
PS 3500 HANGER ROD
STIFFENER ASSEMBLY
For 3⁄8" thru 5⁄8" Rods
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
FITTINGS
FITTINGS
Power–Strut has a wide variety
of fittings to meet all of your
application requirements
■ MATERIAL:
All Power-Strut fittings are formed in punch press dies from mild,
pickled and oiled, bar or strip steel. Plain or electro-galvanized
fittings meet the requirements for ASTM A575 and A-576, or
ASTM A-36.
■ STANDARD DIMENSIONS:
Standard dimensions on all fittings are as follows except where
otherwise indicated:
Fitting Thickness: 1⁄4"
Fitting Width: 15⁄8"
Hole Diameter:
9⁄16"
Hole Spacing: 17⁄8" on centers and 13⁄16" from ends.
■ STANDARD FINISH:
All Power-Strut fittings are available in painted green or
electro-galvanized finish.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number.
See pages 8-9 for finish abbreviations and an example.
■ SET SCREW TORQUE:
BOLT SIZE 1⁄4"-20 5⁄16"-18 3⁄8"-16 1⁄2"-13 5⁄8"-11 3⁄4"-10
Set Screw
Torque
In/Lbs
40 60 125 250 400 665
Note: Caution should be taken not to overtighten the set screw
49
www.power-strut.com
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
50
FITTINGS
Power-Strut® Engineering Catalog
PS 888 – Four-Hole Splice Plate
PS 889 – Five-Hole Splice Plate PS 718 – Flat Angle Plate PS 719 – Flat Angle Plate
PS 601 – Two-Hole Splice Plate
PS 619 – Square Washer
PS 2504 – Guided Square Washer PS 602 – Three-Hole Splice Plate
PS 618 – Two-Hole Swivel Plate PS 617 – Three-Hole Swivel Plate
Rod
Size
Hole
Size
Wt./100
pcs
1⁄4"11⁄32"18
3⁄8"7⁄16"18
1⁄2"9⁄16"17
5⁄8"11⁄16"16
3⁄4"13⁄16"15
Note: Indicate rod size when ordering.
For example, PS 619 1⁄2.
Rod
Size
Hole
Size
Wt./100
pcs
1⁄4"11⁄32"18
3⁄8"7⁄16"18
1⁄2"9⁄16"17
Note: Indicate rod size when ordering.
For example, PS 2504 1⁄2.
Weight/100 pcs: 38 lbs.
Weight/100 pcs: 50 lbs.
Weight/100 pcs: 55 lbs. Weight/100 pcs: 75 lbs. Weight/100 pcs: 78 lbs.
Weight/100 pcs: 94 lbs. Weight/100 pcs: 58 lbs. Weight/100 pcs: 80 lbs.
15⁄8"
15⁄8"
31⁄2"
53⁄8"
5 1⁄4"
3 5⁄8"3 5⁄8"
7 1⁄8"
7 1⁄4"
9 1⁄8"3 1⁄2"
3 1⁄2"3 1⁄2"
5 3⁄8"
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
51
www.power-strut.com
FITTINGS
PS 620 – Two-Hole Connecting Plate
Weight/100 pcs: 35 lbs. Weight/100 pcs: 73 lbs.
PS 744 – Flat Corner Connector
PS 714 – Tee Plate
PS 712 – Cross Plate
Weight/100 pcs: 80 lbs.
Weight/100 pcs: 105 lbs. Weight/100 pcs: 70 lbs.
3 1⁄4"
1 5⁄8"3 1⁄2"3 1⁄4"1 5⁄8"
3 1⁄2"
5 3⁄8"
5 3⁄8"
5 3⁄8"
3 1⁄2"
3 1⁄2"
PS 750 – Four-Hole Corner
Connector
PS 2190 – Flat Corner Connector
Weight/100 pcs: 105 lbs.
Weight/100 pcs: 150 lbs.
5 3⁄8"
5 3⁄8"
3 1⁄2"
5 3⁄8"
PS 925 – Three-Hole Joint
Connector
Weight/100 pcs: 70 lbs.
3 1⁄2"
3 1⁄2"
PS 747 – Symmetrical Four-Hole
Connector
Weight/100 pcs: 105 lbs.
3 1⁄2"
5 3⁄8"
PS 2112 – Cross ConnectorPS 854 – Flat Connector PS 822 – Double 45° Connector
Weight/100 pcs: 148 lbs. Weight/100 pcs: 240 lbs. Weight/100 pcs: 112 lbs.
5 3⁄8"
5 3⁄8"5 3⁄8"
9 1⁄8"
1 5⁄8"
4 1⁄2"
2 7⁄8"
PS 621 – Four-Hole Connecting Plate
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
52
FITTINGS
Power-Strut® Engineering Catalog
PS 921 – One-Hole Angle PS 603 – Two-Hole End Angle
Part
No. LWt./100
pcs
PS 921 A 37⁄8"61
PS 921 B 57⁄8"84
PS 921 C 77⁄8" 107
PS 921 D 97⁄8" 130
PS 2520²6ORWWHGÜ$QJOH
PS 806 – Self-Aligning Two-Hole Angle
PS 604 – Two-Hole Corner Angle
PS 2144 – Corner Angle PS 763 – Slotted Adjustment Angle
PS 764 – Slotted Adjustment Angle
Weight/100 pcs: 38 lbs.
AWt./100
pcs
3" 49
31⁄2"54
4" 61
Weight/100 pcs: 65 lbs.
Weight/100 pcs: 85 lbs.
Weight/100 pcs: 40 lbs.
Weight/100 pcs: 42 lbs.
L
1 7⁄8"
2"
1 7⁄8"
1 5⁄8"
2 1⁄4"
A
1 7⁄8"
1 7⁄8"
4 7⁄8"
2 1⁄2"
2 1⁄2"
2 1⁄2"
1 7⁄8"
6 7⁄8"
4 1⁄2"
2 1⁄8"
2 1⁄8"
2 5⁄8"
1 5⁄16"
2"
1 1⁄2"
2 1⁄4"
3 1⁄2"
PS 605 – Three-Hole Corner Angle PS 2545²6ORWWHGÜ$QJOH
Weight/100 pcs: 38 lbs.Weight/100 pcs: 58 lbs.
1 5⁄8"2 5⁄8"
1 5⁄16"
1 1⁄2"
Weight/100 pcs: 38 lbs.
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
53
www.power-strut.com
FITTINGS
1 5⁄8"
4 1⁄16"1 7⁄16"
PS 606 – Three-Hole Corner Angle PS 745 – Three-Hole Corner Angle
PS 607 – Four-Hole Corner Angle
PS 3049 – Two-Hole Slotted
Ü$QJOH
Weight/100 pcs: 58 lbs. Weight/100 pcs: 58 lbs.Weight/100 pcs: 66 lbs.
Weight/100 pcs: 78 lbs.
3 7⁄8"
1 7⁄8"
3 7⁄8"2 5⁄8"
1 5⁄16"
1 1⁄2"
1 7⁄16"
4 1⁄8"
3 1⁄2"
3 1⁄2"
3 1⁄2"
2"
PS 716 R OR L – Angle Tee Plate
PS 720 R OR L – Angle Plate
Connector
PS 615 – Five-Hole Joint Angle
Connector
PS 614 – Four-Hole Joint Angle
Connector
PS 3373 – Universal Corner
Connector
PS 660 – Four-Hole Corner Angle
Weight/100 pcs: 78 lbs. Weight/100 pcs: 134 lbs.
Weight/100 pcs: 103 lbs. Weight/100 pcs: 135 lbs. Weight/100 pcs: 55 lbs.
Weight/100 pcs: 80 lbs.
Note:
Specify R (Right) or L (Left) Right Hand Illustrated
1 1⁄2"
3 7⁄8"
3 13⁄16"
4"
4"
1 9⁄16"
13⁄16"
7⁄8"
2 1⁄4"
3 1⁄2"3 1⁄2"
3 1⁄2"3 1⁄2"
4 1⁄8"2"
1 7⁄8"3 1⁄4"
1 5⁄8"
PS 713 – Cross Plate Angle
Weight/100 pcs: 105 lbs.
3 1⁄2"
2"
5 3⁄8"
PS 715²7HH3ODWHÜ$QJOH
Weight/100 pcs: 71 lbs.
1 5⁄8"
2"
4 7⁄8"
Note:
Specify R (Right) or L (Left) Right Hand Illustrated
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
54
FITTINGS
Power-Strut® Engineering Catalog
3 1⁄2"
4 1⁄8"1 5⁄8"
1 7⁄16"
1 5⁄8"
4 1⁄8"
1 7⁄16"
5 3⁄8"
PS 927 – Five-Hole Corner
Connector
Weight/100 pcs: 154 lbs.
PS 689A, PS 689B –
Double-Slotted Corner Connector
Part
No. A B Wt./100
pcs
PS 689 A 65⁄8" 4" 190
PS 689 B 85⁄8" 6" 242
A
B
3 3⁄4"
1 7⁄8"1 1⁄2"
PS 752 R OR L – Four-Hole Corner
Connector
Weight/100 pcs: 105 lbs.
PS 622 – Four-Hole Corner
Connector
Weight/100 pcs: 75 lbs.
1 5⁄8"
2 1⁄4"
3 1⁄4"1 5⁄8"
PS 2007 R OR L – Six-Hole Corner
Connector
Weight/100 pcs: 160 lbs.
13⁄16"
53⁄8"
31⁄2"
17⁄16"
41⁄8"
PS 3326 R OR L – Six-Hole
Gussetted Corner Connector
Weight/100 pcs: 230 lbs.
Continuous
Weld
3 1⁄2"
13⁄16"
5 3⁄8"
1 7⁄16"
4 1⁄8"
PS 746 – Three-Hole Corner Joint
Connector
Weight/100 pcs: 70 lbs.
2 1⁄4"
1 5⁄8"3 1⁄2"
PS 748 – Four-Hole Corner Joint
Connector
Weight/100 pcs: 105 lbs.
3 1⁄2"
1 5⁄8"
4 1⁄8"
PS 624 – Two-Hole Closed Angle
Connector
Weight/100 pcs: 58 lbs.
"B"
In.
"A"
Angle
3" 371⁄2°
31⁄8" 45°
31⁄16"52
1⁄2°
31⁄8" 60°
31⁄8"67
1⁄2°
33⁄16" 75°
33⁄16"82
1⁄2°
B
A
2 1⁄2"
PS 2113 – Slotted Corner
Connector
Weight/100 pcs: 97 lbs.
3 1⁄2"
2 1⁄4"
3 1⁄2"
1⁄2"
1⁄2"2 1⁄2"
Note:
Specify R (Right) or L (Left) Right Hand Illustrated
Note:
Specify R (Right) or L (Left) Right Hand Illustrated
Note:
Specify R (Right) or L (Left) Right Hand Illustrated
PS 926 – Strut Brace
A
1 7⁄8"
1 7⁄8"
A
Size
Wt./100
pcs
12" 160
18" 218
24" 280
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
55
www.power-strut.com
FITTINGS
57⁄8"
17⁄8"
13⁄16"
13⁄16"
13⁄16"4"
11⁄16"23⁄8"
30
17⁄8"
A
B
31⁄2"
PS 633 – Two-Hole Open Angle
Connector
Weight/100 pcs: 58 lbs.
"A"
Degree
"B"
In.
"C"
In.
821⁄2°3
9⁄16"111⁄16"
75° 39⁄16"
671⁄2°3
1⁄2"1
3⁄4"
60° 33⁄8"1
7⁄8"
521⁄2°3
1⁄4"2
1⁄16"
45° 3" 25⁄16"
371⁄2°2
11⁄16"2
5⁄8"
30° 31⁄4"
21⁄16"
221⁄2°3
5⁄16"
15° 35⁄16"
71⁄2°3
5⁄16"
11⁄16"
11⁄16"
A
B
C
PS 781 – Four-Hole Open Angle
Connector
Weight/100 pcs: 78 lbs.
"A"
Angle
"B"
In.
71⁄2°
33⁄4"15°
221⁄2°
30°
311⁄16"
371⁄2°
45°
521⁄2°
60°
671⁄2°
35⁄8"75°
821⁄2°
PS 793 – Four-Hole Closed Angle
Connector
Weight/100 pcs: 100 lbs.
"A"
Angle
"B"
In.
371⁄2°4
7⁄8"
45°- 415⁄16"
521⁄2°
60° 5"
671⁄2°
51⁄16"75°
821⁄2°
PS 9400 – Adjustable Brace
Weight/100 pcs: 307 lbs.Weight/100 pcs: 307 lbs.
PS 9401 – Double Adjustable Brace
A
B
43⁄8"
53⁄8"
33⁄4"13⁄16"
11⁄16"
57⁄8"17⁄8"
13⁄16"
13⁄16" 30
17⁄8"
PS 2054 – Corner Connector
Use With: PS 200, PS 210
17⁄8"
31⁄2"31⁄2"
17⁄8"
Weight/100 pcs: 66 lbs.
PS 810 – Diagonal Tube Brace
Part
No.
A
Size
Wt./100
pcs
PS 810 36 3'–0" 205
PS 810 42 3'–6" 237
PS 810 48 4'–0" 270
Note:
30° to 60° angle between the brace and channel
is recommended for maximum effect.
Material: 1" dia. electric welded tubing
Stock Thickness: (.075) 14 ga.
A
1"
13⁄16"
15⁄8"
117⁄32"
17⁄32" Dia. Hole 6"
B
PS 9402 – Two-Hole Hinge
Connector
"B"
Bolt Size
Wt./100
pcs
1⁄2" 108
5⁄8" 107
3⁄4" 106
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
56
FITTINGS
Power-Strut® Engineering Catalog
9 3⁄4"
1⁄2" Bolt Size
A
15⁄8"
45 A
PS 9404 – Four-Hole Hinge
Connector
Part
No.
Wt./100
pcs
PS 9404-1⁄2" 126
PS 9403 – Three-Hole Hinge Connector
"B"
Bolt Size
Wt./100
pcs
1⁄2" 108
5⁄8" 107
3⁄4" 106
Hinge Connect or Auto-Alignment Guides -
The unique edges of the two hinges have been
designed to provide an alignment guide for 0°, 45° and 90° as shown in
the drawings below.
This eliminates the need for measuring gages.
UÊ>VÊ>vÊvÊÌiÊ}iÊÃÊvÀi`Ê>`ÊÜi`i`ÊvÀÊ>ÝÕÊÃÌÀi}Ì°
UÊ}i`ÊÜÌÊÀ>`iÊxÊLÌÊvÀÊÃÕ«iÀÀÊÃÌÀi}Ì°
UÊ/iÊÞÊÃiÀÌÊVÕÌÊ«ÀiÛiÌÃÊÃi}ÊvÊÌiÊ}i°
7 7⁄8"
B
Ali
g
nment
45
Alignment
90
Alignment
Alignment
PS 812²Ü'LDJRQDO7XEH%UDFH
Material: 1" dia. electric welded tubing
Stock Thickness: (.075) 14 ga.
A
Size
Wt./100
pcs
12" 88
18" 116
24" 149
30" 181
36" 214
13⁄16"
15⁄8"
117⁄32"
17⁄32"
1" Dia Hole
PS 647 – 17¼8" Offset "Z" Connector
Weight/100 pcs: 55 lbs.
Use With: PS 200, PS 210
15⁄8"15⁄8"
PS 2532 – Shelf Attachment "Z"
PS 692 – 15¼8" Offset "Z" Connector
Weight/100 pcs: 102 lbs.
Weight/10 0 pcs: 9 lbs.
Stock Thickness: 1⁄8"
Use With: PS 200, PS 210
37⁄8"31⁄2"
21⁄2"
17⁄8"
13⁄16"
9⁄32" Hole
1⁄8" Thick
PS 3060 – Offset Connector
A Wt./100
pcs
4" 81
5" 92
6" 104
7" 115
8" 127
Design Load:
Tension = 300 lbs.
Conp. = 1,500 lbs.
PS 2523 – Offset Adjustable
"Z" Connector
Weight/100 pcs: 70 lbs.
Use With: PS 500, PS 520, & PS 560
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
57
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FITTINGS
PS 756 – "Z" Support PS 2601 – "Z" Support
Use With: PS 100, PS 200 2T3, PS 210 2T3
Weight/100 pcs: 70 lbs.
Use With: PS 150
Weight/100 pcs: 70 lbs.
31⁄4"
17⁄8"
27⁄16"
11⁄16"
33⁄4"
PS 611 – "Z" Support
PS 711 – "Z" Support
Use With: PS 200, PS 210
Weight/100 pcs: 55 lbs.
Use With: PS 300
Weight/100 pcs: 53 lbs.
11⁄16"2
1⁄8"
15⁄8"
13⁄8"
11⁄16"
33⁄4"
PS 609 – Two-Hole Offset Plate
Connector
PS 612 – "Z" Support PS 928 – "Z" Support
Use With: PS 400
Weight/100 pcs: 47 lbs.
Use With: PS 500, PS 520 and PS 560
Weight/100 pcs: 47 lbs.
Weight/100 pcs: 38 lbs.
1"
31⁄2"
13⁄16"
11⁄16"
33⁄4"
1⁄4"
Offset
315⁄32"
Splice
PS 679 – "U" Support PS 2648 – "U" Support
PS 613 – "U" Support
Use With: PS 100, PS 200 2T3, PS 210 2T3
Weight/100 pcs: 108 lbs.
Use With: PS 150
Weight/100 pcs: 88 lbs.
Use With: PS 200, PS 210
31⁄4"121⁄32"
53⁄8"
27⁄16"
121⁄32"
53⁄8"
PS 150
15⁄8"
121⁄32"
53⁄8"
PS 2119 – "U" Support PS 710 – "U" Support
Use With: PS 200, PS 210
Weight/100 pcs: 95 lbs. Weight/100 pcs: 84 lbs.
Use With: PS 300
53⁄8"
17⁄8"
121⁄32"53⁄8"
13⁄8"
121⁄32"
Weight/100 pcs: 128 lbs.
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
58
FITTINGS
Power-Strut® Engineering Catalog
39⁄32"
7"
31⁄2"
17⁄8"
17⁄8"
47⁄8"
PS 978 – "U" Support PS 721 – "U" SupportPS 929 – "U" Support
PS 687A, PS 687B & PS 687C – Slotted "U" Support
Order
No.
‘A’
Length
‘B’
Length
Wt./100
pcs
PS 687A 71⁄4"4
1⁄8" 105
PS 687B 81⁄2"5
3⁄8" 120
PS 687C 103⁄8"7
1⁄4" 130
Use With: PS 200, PS 210
Weight/100 pcs: 71 lbs.
Use With: PS 400 Use With: PS 500, PS 520 and PS 560
Weight/100 pcs: 71 lbs.
Use With: PS 100, PS 200 2T3, PS 210 2T3
Weight/100 pcs: 105 lbs.
15⁄8"
B11⁄2"
A
513⁄16"
121⁄32"
1"
53⁄8"
13⁄16"
121⁄32"
7"
39⁄32"15⁄8"
15⁄8"
PS 678 – Three-Hole "U" Support
PS 677 – Cup Support for Standard
Single Strut
PS 733 – Six-Hole "U" Support PS 734 – Eight-Hole "U" Support
PS 709 – Three-Hole Offset Plate
Connection
PS 735 – Eight-Hole "U" Support
Weight/100 pcs: 76 lbs.
Use With: PS 200, PS 210
Weight/100 pcs: 197 lbs.
Use With: PS 150 2T3
Weight/100 pcs: 171 lbs.
Use With: PS 200, PS 210
Weight/100 pcs: 209 lbs.
Use With: PS 200 2T3
Weight/100 pcs: 257 lbs.
Use With: PS 200 2T3
Weight/100 pcs: 58 lbs.
41⁄32"17⁄8"15⁄64"
53⁄8"
121⁄32"
31⁄2"
17⁄8"
31⁄2"
53⁄8"
31⁄2"
121⁄32"
55⁄16"
1⁄4" Offset
1⁄4" Plate
Weight/100 pcs: 265 lbs.
PS 623 – Saddle Washer
Bolt
Size
Wt./100
pcs
1⁄4"14
3⁄8"
1⁄2"
13
5⁄8"
3⁄4"
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
59
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FITTINGS
PS 631 – Two-Hole Splice ClevisPS 644 – Two-Hole Splice Clevis
Weight/100 pcs: 128 lbs.
Use With: PS 200, PS 210
Weight/100 pcs: 85 lbs.
Use With: PS 500, PS 520 and PS 560
31⁄2"31⁄2"
PS 645 – Three-Hole Splice Clevis
PS 629 – Three-Hole Splice Clevis
Weight/100 pcs: 130 lbs.
Use With: PS 500, PS 520 and PS 560
Weight/100 pcs: 197 lbs.
Use With: PS 200 and PS 210
53⁄8"
53⁄8"
PS 616, PS 646 – Four-Hole Splice Clevis
Part
No. AFor
Use With
Wt./100
pcs
PS 616 19⁄16" PS 200, PS 210 265
PS 646 13⁄16" PS 500, PS 560 176
PS 616-100 33⁄16" PS 100 390
PS 616-150 23⁄8" PS 150 390
71⁄4"
A
8"
PS 804 – Slotted Joiner PS 1004 – Slotted Joiner
Weight/100 pcs: 80 lbs.
Stock Thickness: (.105)
Use With:
PS 400S, PS 500S, PS 520S and PS 560S
Note: Order PS 6072 screws & PS 6108 nuts
separately.
Weight/100 pcs: 197 lbs.
Stock Thickness: (.105)
Use With: PS 200S, PS 210S
Note: Order PS 6072 screws & PS 6108 nuts
separately.
Weight/100 pcs: 140 lbs.
Stock Thickness: (.105)
Use With: PS 150S
Note: Order PS 6072 screws & PS 6108 nuts
separately.
8" 8"
PS 704 – Slotted Joiner
15⁄8"
111⁄16"
17⁄8"
A
17⁄8"
PS 922 R OR L – Two-Hole Corner
Connector
PS 993 – Inside Clevis Hanger PS 2117 R OR L – Wrap-Around
Corner Connector
Weight/100 pcs: 75 lbs.
A
Size
Wt./100
pcs
4" 78
5" 89
6" 101
7" 112
8" 124 Weight/100 pcs: 60 lbs.
Note: Specify R (Right)
or L (Left) Right Hand
Illustrated
2"
15⁄8"
17⁄8"
121⁄32"Note: Specify R (Right)
or L (Left) Right Hand
Illustrated
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
60
FITTINGS
Power-Strut® Engineering Catalog
95⁄32"
15⁄8"
37⁄8"
33⁄4"
121⁄32"
PS 666 – Six-Hole Double Corner Con-
nector
PS 667 – Eight-Hole Double Corner
Connector
PS 943 – Eight-Hole Gussetted Double
Corner Connector
PS 2128 R OR L – Four-Hole
Corner Connector
PS 2129 R OR L – Single Corner
Gussetted Connector
PS 665 – Four-Hole Double Corner
Connector
Weight/100 pcs: 119 lbs.
Note:
Specify R (Right) or
L (Left) Right Hand
Illustrated
Weight/100 pcs: 176 lbs.
Note:
Specify R (Right) or
L (Left) Right Hand
Illustrated
Weight/100 pcs: 76 lbs.
Weight/100 pcs: 115 lbs. Weight/100 pcs: 155 lbs.
Weight/100 pcs: 217 lbs.
31⁄2"
33⁄4"
37⁄8"
33⁄4"
2"
17⁄8"
37⁄8"
17⁄8"
37⁄8"
33⁄4"
37⁄8"
33⁄4"
PS 923 – Five-Hole Double Wing
Connector
Weight/100 pcs: 93 lbs.
2"
17⁄8"
15⁄8"
121⁄32"
513⁄32"
PS 821 – Eight-Hole Double Wing
Connector
Weight/100 pcs: 150 lbs.
37⁄8"
17⁄8"
15⁄8"
513⁄32"
121⁄32"
PS 913 – Ten-Hole Double Wing
Connector
PS 945 – Ten-Hole Gussetted
Double Wing Connector
Weight/100 pcs: 193 lbs. Weight/100 pcs: 274 lbs.
15⁄8"
37⁄8"
95⁄32"
33⁄4"
121⁄32"
PS 668 – Six-Hole Triple Wing
Connector
Weight/100 pcs: 113 lbs.
2"
17⁄8"
15⁄8"
513⁄32"
121⁄32"
PS 2514 – Eight-Hole Gussetted Double
Corner Connector
Weight/100 pcs: 315 lbs.
33⁄4"
53⁄8"
33⁄4"
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
61
www.power-strut.com
FITTINGS
PS 670 – Nine-Hole Triple Wing
Connector
Weight/100 pcs: 177 lbs.
17⁄8"
37⁄8"
15⁄8"
513⁄32"
121⁄32"
PS 669 – Twelve-Hole Triple Wing
Connector
Weight/100 pcs: 230 lbs.
15⁄8"
95⁄32"
37⁄8"
33⁄4"
121⁄32"
PS 3013, PS 3013 SQ – Post Base
Weight/100 pcs: 307 lbs.
(PS 3013 SQ)(PS 3013)
15⁄8"
6"
3" 3"
6"
3"
3"
6"
4 Holes
3⁄4" Dia.
6"
3"
7⁄8"
7⁄8"
7⁄8"
7⁄8"
3"
3"
3"
6"
4 Holes
3⁄4" Dia.
PS 3025, PS 3025 FL – Post Base
Weight/100 pcs: 358 lbs.
(PS 3025) (PS 3025 FL)
31⁄2"
6"
4"
2"
1"
1"
2"
1" 1"
PS 3033, PS 3033 SQ – Post Base
Weight/100 pcs: 373 lbs.
(PS 3033 SQ)(PS 3033)
31⁄2"
6"
3" 3"
6"
3"
3"
6"
4 Holes
3⁄4" Dia.
6"
3"
7⁄8"
7⁄8"
7⁄8"
7⁄8"
3"
3"
3"
6"
4 Holes
3⁄4" Dia.
111⁄16"
115⁄16"
31⁄8"
PS 3040 – Post Base
Weight/100 pcs: 297 lbs.
15⁄8"15⁄8"
5"
5"
5⁄8"
5⁄8"
31⁄2"
4 Holes
7⁄16" Dia.
PS 3041 – Double-Column
Post Base
PS 2064 – Double-Column
Post Base
Weight/100 pcs: 116 lbs
Use With: PS 100, PS 200 2T3, and PS 210 2T3.
Weight/100 pcs: 311 lbs.
Use With: PS 100, PS 200 2T2, PS 200 2T3,
PS 200 2T4 and PS 200 2T5
31⁄2"
7"
4"
2"
3⁄4"
3⁄4"
Finish: Painted Green or Electro-galvanized Order By: No., Size and Finish
62
FITTINGS
Power-Strut® Engineering Catalog
1"
1"
1"
9⁄32" Dia. Hole
9⁄16"x 9⁄32" Slots
31⁄8"
11⁄4"
3⁄4"
9⁄32" Dia. Hole
31⁄2"
13⁄16"15⁄16"
15⁄16"
13⁄16"
3 Holes
9⁄16" Dia.
PS 3029 – Double-Column Post Base
PS 3064 – Double-Column Post Base
PS 2521 – Two-Wheel Trolley PS 2522 – Four-Wheel Trolley
Weight/100 pcs: 325 lbs.
Use With: PS 100, PS 200 2T3,
PS 210 2T3
Weight/100 pcs: 408 lbs.
Use With: PS 100,
PS 200 2T2, PS 200 2T3,
PS 200 2T4 and PS 200 2T5
Weight/100 pcs: 46 lbs.
Material: Carbon Steel Wheels
have stainless steel ball bearings
Finish: Electro-Galvanized
Use With: PS 200
Load Rating: 300 lbs.
Weight/100 pcs: 110 lbs.
Material:
Carbon Steel Wheels have stainless
steel ball bearings
Finish: Electro-Galvanized
Use With: PS 200
Load Rating: 600 lbs.
31⁄2"
6"
3" 3"
6"
3"
3"
6"
4 Holes
3⁄4" Dia.
11⁄4"
5⁄8"
5⁄8"
Hole
9⁄16" Dia. 115⁄16"
15⁄16"
9⁄32"
13⁄16"
13⁄16"
313⁄32"
1⁄4"
15⁄8"
6"
3" 3"
6"
3"
3"
6"
4 Holes
3⁄4" Dia.
PS 2528 – Trolley Beam Standard
Support
Use With:
PS 200, PS 210
Load Rating:
600 lbs.
Weight/100 pcs: 102 lbs.
33⁄4"
15⁄8"
2 Holes
7⁄16" Dia.
1 Hole
9⁄16" Dia.
1"
PS 2528 1 – Trolley Beam Heavy Support
and Track Joiner
Weight/100 pcs: 220 lbs.
Use With:
PS 200, PS 210
Load Rating:
2,500 lbs.
33⁄4"
31⁄2"
1"
2 Holes
7⁄16" Dia.
1 Hole
9⁄16" Dia.
PS 2524 – Two-Bearing Light Duty
Trolley
Weight/100 pcs: 21 lbs.
Load Rating: 50 lbs.
7⁄16"
121⁄32"
3⁄16"9⁄32"
13⁄16"
11⁄4"
PS 2525 – Four-Bearing Light Duty
Trolley
Load Rating: 100 lbs.
13⁄16"
123⁄32"
11⁄4"
1⁄4"7⁄16"
9⁄32"
Weight/100 pcs: 55 lbs.
FPM RPM Design Load
In PS 200 Lbs
180 600 150
90 300 225
30 100 437
FPM RPM Design Load In
PS 200 Lbs
180 600 300
90 300 450
30 100 600
6"
6"
7⁄8"7⁄8"
3"
3" 3"
3"
4 Holes
3⁄4" Dia.
(PS 3029 SQ)(PS 3029)
6"
6"
7⁄8"7⁄8"
3"
3" 3"
3"
4 Holes
3⁄4" Dia.
(PS 3064 SQ)(PS 3064)
63
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BRACKETS
Finish: Painted Green, or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 708 – Single Channel Bracket
Support
PS 809 – Double Channel Bracket
PS 626 – Pipe Stop PS 661 T1, PS 661 T2 – Wrap-Around Channel Bracket
PS 808 T1, PS 808 T2 – Interlocking Channel BracketPS 651 – Reversible Channel Bracket
Weight/100 pcs: 40 lbs.
Note: For use with 2" to 8" Pipe
Size Uniform
Load*
Wt./100
pcs
6" 1,600 191
12" 800 292
18" 600 436
24" 450 536
*Mounted on 12 Ga. Channel
Note:
PS 661 T1 (Slot up) illustrated
PS 661 T2 (Slot down) not shown
(PS 808 T1 - Slot Up) (PS 808 T2 - Slot Down)
A
Size
Uniform
Load*
Wt./100
pcs
6" 1,200 161
12" 600 261
18" 400 361
24" 300 461
*Mounted on 12 Ga. Channel
A
Size
Uniform
Load*
Wt./100
pcs
6" 1,200 185
12" 600 293
18" 400 401
24" 300 509
*Mounted on 12 Ga. Channel
A
Size
Uniform
Load*
Wt./100
pcs
12" 2,000 502
18" 1,300 692
24" 1,000 882
30" 800 1,072
36" 650 1,262
*Mounted on 12 Ga. Channel
Use With: PS 200,
PS 210,
PS 500 2T3
Design Moment on Upright Channel:
16 ga. channel 3,200 in.-lbs.,
14 ga. channel 4,400 in.-lbs.
12 ga. channel 5,100 in.-lbs.
Note:
Moment is for fitting only.
Channel may determine overall capacity.
Weight/100 pcs: 235 lbs.
Hole Size 7⁄16"
3"
1"
Clamp Requires bolt and
channel nut sold seperately.
18" or 24"
31⁄2"
13⁄16"
1⁄4"
6" or 12"
33⁄4"
1⁄4"
A
2"
33⁄4"
1⁄4"
A
2"
45⁄8"31⁄4"
3⁄8"
A
2"
11⁄16"
11⁄16"
3⁄8"
13⁄16"
61⁄4"
A
2"
43⁄4"
57⁄8"
3"
11⁄16"
PS 732 – Shelf Bracket
Size A B # of
Holes
Uniform
Load*
Wt./100
pcs
8" 81⁄2"4" 2800 168
10" 101⁄2" 3 202
12" 121⁄2"
6"
4900 258
14" 141⁄2" 4 292
16" 161⁄2" 4 1,200 381
18" 181⁄2" 4 416
20" 201⁄2" 4 1,000 461
*Mounted on 12 ga. channel
A
13⁄16"
13⁄16"
15⁄8"
# of Holes
B
Support brace on
18" and 20" only.
Finish: Painted Green, or Electro-galvanized Order By: No., Size and Finish
64
BRACKETS
Power-Strut® Engineering Catalog
PS 3164 – Double Channel Bracket
Support
Weight/100 pcs: 273 lbs.
PS 3282 – Cable Tray Strut BracketPS 838 R or L – Shelf Bracket
PS 825 R or L – Single Pipe Axle
Support
PS 826 – Double Pipe Axle Support
Use With: PS 200 2T3,
PS 210 2T3
Design Moment on Upright Channel:
16 ga. channel 6,500 in.-lbs.
14 ga. channel 9,100 in.-lbs.
12 ga. channel 13,000 in.-lbs.
Note:
Moment is for fitting only.
Channel may determine overall capacity.
Stock Thickness: .105
Note: Specify
R (Right) or L (Left)
when ordering.
Right Hand Illustrated
Uniform Load Rating:
275 Lbs. when mounted
on 12 ga. channel.
A
Size
Stamped
Ident. No. BWt./100
pcs
6" 121892 115⁄16"58
8" 121893 27⁄16"83
10" 121894 215⁄16" 114
12" 121895 37⁄16"49
14" 121896 315⁄16" 174
16" 121897 47⁄16" 225
18" 121898 415⁄16" 255
20" 121899 57⁄16" 295
22" 121900 515⁄16" 361
24" 121901 67⁄16" 396
26" 121902 615⁄16" 456
28" 121903 77⁄16" 479
30" 121904 715⁄16" 544
AB
Uniform
Load*
Wt./100
pcs
12"
83⁄4"
1,900 388
18" 1,000 506
24" 763
30" 111⁄4"900 1,012
36" 800 1,083
*Mounted on 12 ga. channel.
Note:
PS 400 channel welded
to 1⁄4" stock
Right Hand Illustrated
Load Rating: 2,000 lbs.
Note:
Specify R (Right) or L (Left) when ordering.
Weight/100 pcs.: 220 lbs.
Load Rating: 4,000 lbs.
Weight/100 pcs.: 310 lbs.
43⁄4"
71⁄2"
45⁄8"
11⁄16"
B
A
PS 400
Support brace on
24", 30" and 36" only.
53⁄8"
3"
75⁄8"
3"
3"
PS 2404 thru PS 2408 – Wall Ladder Bracket PS 2422 – 371¼2° Degree Stair
Tread Support
Weight/100 pcs: 213 lbs.
Part
No. AB
Wt./100
pcs
PS 2404 23⁄8" 6" 113
PS 2405 43⁄8" 8" 164
PS 2406 63⁄8" 10" 216
PS 2407 83⁄8" 12" 267
PS 2408 103⁄8" 14" 318
B
13⁄16"
2"
A
13⁄16"11⁄16"
31⁄2"
31⁄2"
13⁄16"
87⁄8"
33⁄4"
371⁄2
17⁄8"
65
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BRACKETS & BEAM CLAMPS
Finish: Painted Green, or Electro-galvanized Order By: No., Size and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 2421 – 45° Degree Stair
Tread Support
Weight/100 pcs: 220 lbs.
45
33⁄4"
17⁄8"
11⁄16"
31⁄2"
31⁄2"
13⁄16"
87⁄8"
PS 2656 – U Bolt Beam Clamp With HookPS 2657 – Double U Beam Clamp
Weight/100 pcs: 280 lbs.
Specify 6" or 12" max. flange width
(Example: PS 2657 T1-6")
T1 Use with:
PS 200, PS 210, PS 300,
PS 400, PS 500, PS 520
T2 Use with:
PS 100, PS 150, PS 200 2T3
T3 Use with:
PS 150 2T3, PS 100 2T3
Specify 6" or 12" max. flange width
(Example: PS 2656 T1-6")
T1 Use with:
PS 200, PS 210, PS 300,
PS 400, PS 500, PS 520
T2 Use with:
PS 100, PS 150, PS 200 2T3
T3 Use with:
PS 150 2T3, PS 100 2T3
Weight/100 pcs: 143 lbs.
A
3"
33⁄8" 1⁄4"
Thick
3"
33⁄8"
1⁄4"
Thick
A
Part
No.
"A" Beam
Flange
Width
PS 2657 T1-6 4" - 6"
PS 2657 T1-9 6" - 9"
PS 2657 T1-12 9" - 12"
PS 2657 T1-15 12" - 15"
PS 2657 T1-18 15" - 18"
PS 2657 T2-6 4" - 6"
PS 2657 T2-9 6" - 9"
PS 2657 T2-12 9" - 12"
PS 2657 T2-15 12" - 15"
PS 2657 T2-18 15" - 18"
PS 2657 T3-6 4" - 6"
PS 2657 T3-9 6" - 9"
PS 2657 T3-12 9" - 12"
PS 2657 T3-15 12" - 15"
PS 2657 T3-18 15" - 18"
Part
No.
"A" Beam
Flange
Width
PS 2656 T1-6 4" - 6"
PS 2656 T1-9 6" - 9"
PS 2656 T1-12 9" - 12"
PS 2656 T1-15 12" - 15"
PS 2656 T1-18 15" - 18"
PS 2656 T2-6 4" - 6"
PS 2656 T2-9 6" - 9"
PS 2656 T2-12 9" - 12"
PS 2656 T2-15 12" - 15"
PS 2656 T2-18 15" - 18"
PS 2656 T3-6 4" - 6"
PS 2656 T3-9 6" - 9"
PS 2656 T3-12 9" - 12"
PS 2656 T3-15 12" - 15"
PS 2656 T3-18 15" - 18"
PS 855 – Angular “I” Beam Clamp
Part
No.
Use
With ALoad
Rating
Wt./100
pcs.
PS 855–1 PS 200,
PS 210 31⁄2" 500
107
PS 855–2 PS 500 98
13⁄4"
7⁄8"
1⁄4"31⁄2"
1⁄2" - 13 X 11⁄2"
Set Screw Included
A
Use in pairs only
PS 2651 – Beam Clamp
1⁄4"
3"
7⁄8"
3⁄8" Hex Nuts and
"U" Bolt Included
APart
No. Use With A Load
Rating
Wt./100
pcs.
PS 2651 T1
PS 200, PS 210
PS 300, PS 400
PS 500, PS 520
33⁄8"
1,000
83
PS 2651 T2
PS 100, PS 150
PS 200 2T3 5" 92
PS 2651 T3 PS 150 2T3
PS 100 2T3 8 1⁄4" 112
Use in pairs only
PS 685 – Beam Clamp
Weight/100 pcs: 63 lbs.
31⁄4"
1"
3⁄8"
1⁄2" - 13 X 11⁄2"
Set Screw
Included Clamp Requires
1⁄2" x 15⁄16"
Hex Head Cap Screw
and 1⁄2" Channel
Nut Not Included.
Stock Thickness: 3⁄8"
Load Rating: 450 lbs.
Use in pairs only
Finish: Painted Green, or Electro-galvanized Order By: No. and Finish Note: Use in pairs or with other support
66
BEAM CLAMPS
Power-Strut® Engineering Catalog
3⁄8"
7⁄8"
15⁄8"
11⁄4"
1⁄2" - 13 X 11⁄2"
Set Screw Included
2 Holes 9⁄16" Dia.
PS 686 – Beam Clamp
Weight/100 pcs: 26 lbs.
17⁄8"1⁄4"
1⁄2"
Clamp Requires
1⁄2" - 13 X 11⁄2"
Hex Head Cap Screw
and 1⁄2" Channel
Nut Not Included.
Load Rating:
600 lbs. with 12 ga. channel
500 lbs. with 14 ga. channel
B
A11⁄4"
PS 2653 – Purlin Clamp
PS 907, PS 998 – “I” Beam Clamp
Part
No. Use With Load
Rating
Wt./100
pcs.
PS 2653 T1 PS 200, PS 210,
PS 300
1,200
175
PS 2653 T2 PS 100, PS 150,
PS 200 2T3 179
PS 2653 T3 PS 100 2T3 179
Part
No.
Stock
Thickness
Set
Screw
Load
Rating
lbs.
Wt./100
pcs.
PS 907 1⁄4"3⁄8450 26
PS 998 3⁄8"1⁄21,000 64
3"
11⁄4"
5 1⁄8"
11⁄4"
PS 916 – “I” Beam Clamp
Weight/100 pcs: 72 lbs.
2"
2"
11⁄4"
Stock Thickness: 3⁄8"
Load Rating: 900 lbs.
Design loads are per pair
of clamps
PS 684 – “I” Beam Clamp
Weight/100 pcs: 94 lbs.
Stock Thickness: 3⁄8"
Load Rating: 500 lbs.
PS 2622 – Beam Clamp
Assembly including PS 736 also
available.
Order PS 2622/J6 or PS 2622/J10
Load Rating: 300 lbs.
Note:
Adaptable for 1⁄4", 3⁄8" & 1⁄2" rod with
PS 3201.
2 Holes 17⁄32" Dia.
3"
2 Holes 13⁄32" Dia.
2" 11⁄16"
3⁄4"
PS 736 – Hook Rod Assembly
Part
No.
Flange Width A
Size
Wt./100
pcs
Max Min
PS 736 J6 7" 3" 85⁄8"24
PS 736 J10 11" 7" 125⁄8"33
3⁄4"
3⁄8" Dia.
A
Weight/100 pcs: 41 lbs.
PS 2624 – Wood Beam Hanger
Weight/100 pcs: 22 lbs.
Rod Size
up to 1⁄2"
Rod Swivel 15
All Directions
PS 2624
PS 2623
Load rating is based on 2 clamps
Use in pairs only
Maximum flange thickness is 1"
Use in pairs only
67
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BEAM CLAMPS
Finish: Painted Green, or Electro-galvanized Order By: No. and Finish
Note: Use in pairs or with other support
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
1⁄2"
A
17⁄32" Hole
13⁄8"
PS 2623 – Swivel Adaptor
PS 3201 – Swivel Nut
PS 871 – Safety Anchor Strap
Weight/100 pcs: 31 lbs.
Rod
Size
Wt./100
pcs
1⁄4"4
3⁄8"4
1⁄2"3
Use With:
PS 2622 Beam Clamp
"A"
Length
Wt./100
pcs
9" 33
12" 45
15" 57
Use with:
PS 858,
PS 865
(Cannot be used with 5⁄8" rod
size beam clamps and larger)
Rod Size
up to 1⁄2"
Rod Swivel 15
All Directions
PS 2622
PS 858 – Heavy Duty Beam Clamp
PS 865 – Wide Throat Heavy Duty Beam Clamp
Part
No.
"A"
Rod
Size
BCD
Load
Ratings
lbs.
Wt./100
pcs
PS 858 1⁄41⁄4" - 20 1⁄8"3⁄8" x 11⁄27⁄8" 650 67
PS 858 5⁄16 5⁄16" - 18 67
PS 858 3⁄83⁄8" - 16 3⁄16"1⁄2" x 11⁄215⁄16"1,100 100
PS 858 1⁄21⁄2" - 13 1⁄4" 1,600 130
PS 858 5⁄85⁄8" - 11 5⁄16"5⁄8" x 11⁄215⁄16" 2,400 160
PS 858 3⁄43⁄4" - 10 160
Part
No.
Rod
Size BC D E
Load
Ratings
lbs.
Wt./100
pcs
PS 865 3⁄83⁄8"3⁄16"1⁄2"111⁄16"
29⁄32" 1,100 151
PS 865 1⁄21⁄2"1⁄4"15⁄16" 1,600 195
PS 865 5⁄85⁄8"5⁄16"5⁄8"1
5⁄16" 2,400 225
Set Screw
Size C
Included
Weld
7⁄8"
21⁄2"
21⁄2"
11⁄8"
Tapped Hole
Size A
B
D
B
35⁄8"
31⁄4"
Set Screw
Size C Included
Tapped
Hole
Size A
D
E
Weld
For beams between 3⁄4" (19) to 15⁄8" (41) thick flanges.
Weld is not continuous it is either 11⁄4" - 13⁄4" long or
2 spot welds. All welds are on the top and bottom.
For beams under 7⁄8" thick flange.
Weld is not continuous it is either
11⁄4" - 13⁄4" long or 2 spot welds.
All welds are on the top and bottom.
PS 135X – Light Duty Beam Clamp
Weight/100 pcs: 14 lbs.
Material: Steel
Use With: 1⁄4" rod
Load Rating: 75 lbs.
PS 2626 – Beam Clamp
Finish: Plain, painted green
or electro-galvanized
Load Rating: 500 lbs.
Part
No.
"A"
Range
Wt./100
pcs
PS 2626 6 21⁄2 - 6" 125
PS 2626 9 51⁄2 - 9" 140
PS 2626 12 81⁄2 - 12" 171
Use With:
PS 2622 Beam Clamp or
PS 2624 Wood Beam Hanger
Load Rating: 300 lbs.
PS 85 – Rod or Insulator Support
Rod
Size A B Load
Ratings
Wt./100
pcs
1⁄4"1
1⁄8"1
1⁄4" 150 23
3⁄8" 2" 2" 350 95
1⁄2"2
5⁄8"2
1⁄4" 400 195
Flange Thickness: 7⁄8" Maximum
Material: Malleable Iron
B
A
Clamp Requires
1⁄2" Diameter Rod and
2 Hex Nuts Sold Seperately
A
Finish: Painted Green, or Electro-galvanized Order By: No. and Finish Note: Use in pairs or with other support
68
BEAM CLAMPS
Power-Strut® Engineering Catalog
PS 2654 & PS 2654A –
Column Attachment
Weight/100 pcs: 41 lbs.
PS 2654 Use with PS 200
PS 2654A Use with PS 500
Slip Rating: 800 lbs.
Note: Column attachment can only be used in pairs.
A - 1"
A
PS 95 – “C" Clamp
Material: Steel
3⁄4"
21⁄4"
A
B
Rod
Size AB
Load
Rating
Wt./100
pcs
3⁄8"2
5⁄16"3⁄8" 330 35
1⁄2"2
1⁄4"1⁄2" 380 41
5⁄8"2
3⁄8"5⁄8" 450 67
3⁄4"2
1⁄4"1⁄2" 500 72
PS 86 – “C” Clamp
Rod
Size AB
Load
Rating
Wt./100
pcs
3⁄8"1
11⁄16"13⁄4" 400 38
1⁄2"1
23⁄32"52
5⁄8"1
15⁄16"2" 450 68
3⁄4"2
1⁄32" 600 128
Material: Malleable Iron, Steel Set Screw
3⁄4"
1⁄2"
3⁄8"
A
B
PS 93 – Universal “C” Clamp
PS 94 – Wide Throat Top Beam “C” Clamp
At least one full
thread must be exposed
Part
No.
Rod
Size
A
DIMENSIONS (Inches) Max.
Pipe
Size
Max. Load
(Lbs.)
Wt/100
pcs
BC D E
PS 93 3⁄83⁄8 1
5⁄823⁄47⁄82 400 28
PS 93 1⁄21⁄2 1
5⁄8 2 3⁄47⁄831⁄2500 34
UÊ>ÝÕÊÌi«iÀ>ÌÕÀiÊvÊ{xäÂÊ
Material: Malleable Iron, Steel Set Screw
Part
No.
Rod
Size
A
DIMENSIONS (Inches) Max
Pipe
Size
Max. Load
(Lbs.)
Wt/100
pcs
BCDEF
PS 94 5⁄85⁄813⁄421⁄43⁄4 1
1⁄4 1 5 600 66
PS 94 3⁄43⁄417⁄8 2
3⁄8 3⁄4 1
3⁄8 1
1⁄48 800 83
UÊ>ÝÕÊÌi«iÀ>ÌÕÀiÊvÊ{xäÂÊ
Material: Malleable Iron, Steel Set Screw
A
1"
B
E
D
C11⁄4"
A
E
B
F
D
C15⁄16"
At least one full
thread must be exposed
69
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PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PIPE & CONDUIT CLAMPS
PIPE & CONDUIT CLAMPS
Power-Strut pipe, conduit and O.D.
tubing clamps are formed in punch
press dies in a wide selection of sizes
to meet every requirement.
■ MATERIAL:
Power-Strut pipe, conduit and O.D. tubing clamps are made on
punch press dies from hot rolled, pickled and oiled steel which
conforms to the ASTM A-1008, A-1011 SS, A-575 and A-576
standards. Select sizes of O.D. tubing clamps are available in
stainless steel or aluminum.
■ STANDARD FINISH:
All steel clamps are electro-galvanized. Select sizes of O.D. tubing
clamps are available in copper plated finish. PVC coatings are
available upon special request.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number.
See pages 8-9 for finish abbreviations and an example.
■ RECOMMENDED BOLT TORQUE:
Bolt Size 1⁄4"–20 5⁄16"–18 3⁄8"–16 1⁄2"–13 5⁄8"–11 3⁄4"–10
Rec. Torque
Ft/Lbs 6 11 19 50 100 125
Max. Torque
Ft/Lbs 7 15 25 70 125 135
70
PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Power-Strut® Engineering Catalog
PS 1000 – EMT Conduit Clamp PS 1300 – Universal Clamp for EMT, IMC & GRC
PS 1100, PS 1116, PS 1117 – Standard Pipe Clamp *5&,0&DQG6&+¼6&+VWHHOSLSH
EMT
Size
Stock
Thickness
Hanging Load
Rating/lbs.
Wt./100
pcs
1⁄2".060 400 11
3⁄4"12
1" .075 600 15
11⁄4"18
11⁄2".105 800 29
2" 33
Note: For EMT larger than
2" use PS 1100 Nominal
Size
Fits
O.D.
Stock
Thickness
Hanging Load
Rating/lbs.
Wt./100
pcs
1⁄2" 0.706-0.840 .060 250 10
3⁄4" 0.922-1.050 .060 400 11
1" 1.163-1.315 12
11⁄4" 1.510-1.660 .075 400 18
11⁄2" 1.740-1.900 .075 500 20
2" 2.197-2.375 22
Material and finish are specified as:
1100 AL Alum. clamp, EG fasteners
1100 HG Clamp, Stainless Steel fasteners
1116 Alum. clamp and fasteners
1117 Alum. clamp, Stainless Steel fasteners
1100SS Stainless Steel clamp and fasteners
Pipe
Size
Stock
Thickness
Hanging Load
Rating/lbs.
Wt./100
pcs
3⁄8".060 400 10
1⁄2"11
3⁄4"
.075 600
15
1" 17
11⁄4"19
11⁄2"
.105 800
29
2" 34
21⁄2"40
3" 47
31⁄2"
.125
1,000
62
4" 67
5" 80
6"
.135
102
8" 130
10" 143
12" 174
PS 67 – “J” Pipe or Conduit Hanger
Notes:
Plastic Coated hanger is available (“N” Suffix).
Please contact factory for additional information.
Maximum operating temperature is 300°F
Minimum safety factor of five (5) on ultimate load.
11⁄4"
Design Load
11⁄4"
Design Load
11⁄4"
Design Load
Hex Bolt
Size as Listed
Rod Size A
Listed
Hanger Rod Suspended
Hole
Diameter
E
BD
CRod
Size A
Bolt
Size F
Conduit
Size
A
Rod Size BCDE F Load
Rating/lbs.
Wt./100
pcs
1⁄2
3⁄8
25⁄8
1
2
13⁄32
1⁄4 x 21⁄4
400
20
3⁄427⁄821⁄421
132
3⁄81⁄4 x 21⁄224
11⁄431⁄421⁄21⁄4 x 23⁄427
11⁄231⁄225⁄81⁄4 x 3 29
23
3⁄411⁄825⁄81⁄4 x 31⁄233
21⁄2
1⁄2
43⁄8
11⁄8
35⁄8
9⁄16
3⁄8 x 41⁄2
800
71
34
7⁄843⁄8 x 5 78
31⁄251⁄841⁄43⁄8 x 6 85
45⁄8
61⁄851⁄8178
56
3⁄453⁄43⁄8 x 71⁄2199
63⁄473⁄411⁄461⁄23⁄8 x 81⁄21,000 231
87⁄891⁄411⁄483⁄8 x 10 1,200 449
71
www.power-strut.com
PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 1200 – O.D. Tubing Clamp
Please contact factory for sizes & finishes not shown.
Note: Additional Available Finishes
SS - Stainless Steel
CC - Copper Coated
O.D.
Size
Stock
Thickness
Hanging
Load
Rating/lbs.
Wt./100
pcs
1⁄4"
.060 400
8
3⁄8"8
1⁄2"9
5⁄8"10
3⁄4"11
7⁄8"12
1"
.075 600
14
11⁄8"15
11⁄4"16
13⁄8"17
11⁄2"18
15⁄8"19
13⁄4"
.105 800
29
17⁄8"28
2" 31
21⁄8"32
21⁄4"33
23⁄8"34
21⁄2"35
25⁄8"37
23⁄4"38
27⁄8"40
3" 41
O.D.
Size
Stock
Thickness
Hanging
Load
Rating/lbs.
Wt./100
pcs
31⁄8"
.105 800
43
31⁄4"45
33⁄8"46
31⁄2"47
35⁄8"56
33⁄4"58
37⁄8"
.125 1,000
60
4" 62
41⁄8"62
41⁄4"64
43⁄8"66
41⁄2"67
45⁄8"70
43⁄4"72
47⁄8"73
5" 74
51⁄8"76
51⁄4"77
53⁄8"78
51⁄2"79
55⁄8"
.135 1,000
88
53⁄4"90
57⁄8"92
O.D.
Size
Stock
Thickness
Hanging
Load
Rating/lbs.
Wt./100
pcs
6"
.135 1,000
94
61⁄8"96
61⁄4"98
63⁄8"99
61⁄2" 100
65⁄8" 102
63⁄4" 104
67⁄8" 106
7" 108
71⁄8" 110
71⁄4" 112
73⁄8" 114
71⁄2" 116
75⁄8" 117
73⁄4" 119
77⁄8" 121
8" 123
81⁄8" 125
81⁄4" 126
83⁄8" 128
81⁄2" 129
85⁄8" 130
PS 69 – E-Z Grip Hanger
Size A
Rod Size B
Load
Rating
Lbs/650
Wt./100
pcs
1⁄2"
3⁄8"
21⁄4"
300
9
3⁄4"2
5⁄16"9
1" 27⁄16"10
11⁄4"2
5⁄8"10
11⁄2"2
3⁄4"10
2" 31⁄4"11
21⁄2"4"
525 25
3" 43⁄8"27
4" 411⁄16" 600 48
5"
1⁄2"
55⁄16"
1000
53
6" 67⁄16" 100
7" 8" 100
Rod Size A
Listed
B
11⁄4"
Design Load
PS 137 – Long Tangent “U” Bolt
Size Wt./100
pcs
1⁄2"21
3⁄4"28
1" 29
11⁄4"31
11⁄2"33
2" 36
21⁄2"78
3" 88
31⁄2"94
4" 102
72
PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Power-Strut® Engineering Catalog
1"
A
25⁄8"
PS 3138 – Parallel Run Pipe Clamp PS 3126 – One-Piece Pipe Strap
PS 1450 – One-Hole Clamp for O.D. Tubing
Pipe
Size
Load
Rating/lbs.
Wt./100
pcs
3⁄8"
300
27
1⁄2"29
3⁄4"30
1" 400 31
11⁄4"38
11⁄2"
500
40
2" 47
21⁄2"66
3" 78
31⁄2"87
4" 90
O.D.
Size AThickness
Gages
Wt./100
pcs
1⁄4"1
3⁄16"
16
4
3⁄8"1
5⁄16" 5
1⁄2"1
7⁄16"6
5⁄8"1
5⁄8"
14
8
3⁄4"1
3⁄4"9
7⁄8"1
7⁄8" 10
1" 2" 11
Pipe
Size ABC
Design
Load/lbs.
Wt./100
pcs
1⁄2"2
7⁄8"
9⁄32"7⁄16" 500
23
3⁄4"3
1⁄8"26
1" 33⁄8" 31
11⁄4"3
3⁄4"35
11⁄2"3
7⁄8"39
2" 53⁄4"
7⁄16"11⁄16" 1,000
94
21⁄2"6
1⁄4" 114
3" 67⁄8" 133
31⁄2"7
3⁄8" 152
4" 77⁄8" 176
5" 9" 198
6" 10" 225
Supporting
Rib on
PS 3126 6 inch
Hole Size – 9⁄32"
1⁄4" X 3⁄4" Round Head
Machine Screw
and Channel Nut
Not Included
A
PS 270 – Conduit Clamp
Size A
Diameter
Wt./100
pcs
3⁄8"
1⁄4"
6
1⁄2"6
3⁄4"8
1" 9
11⁄4"11
11⁄2"19
2" 27
PS 51 – Right Angle Pipe or Conduit Clamp
Size A
Diameter BWt./100
pcs
3⁄8"
5⁄16"
15⁄16"25
1⁄2"1
3⁄16"41
3⁄4"1
7⁄16"42
1" 111⁄16"47
11⁄4"2"54
11⁄2"2
5⁄16"57
2"
3⁄8"
23⁄16"85
21⁄2"3
3⁄8" 106
3" 41⁄8" 110
31⁄2"4
5⁄8" 128
4" 51⁄8" 140
Material: Malleable Iron
B
A
A±1⁄8"
C
Hole
Size B
Design Load
73
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PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Size
Range
Captured
Nylon Lock-Nut Hex
Bolt
"V" Pad
"V" Pad
1-5⁄8" Series
Channel
PS TP-025 thru PS TP-100 – Cush-A-Grip®
Nominal 3⁄4" Wall
Nominal 1" Wall
The only airtight, crush-resistant insulation
clamp on the market.
UÊ>Ì>ÃÊÌiÀ>ÊL>ÀÀiÀÊ«ÀÌiVÌ
UÊ*ÀiÛiÌÃÊV`iÃ>Ì
UÊ*À«iÀÞÊÃÕ««ÀÌÃÊ««iÊ>`ÊÌÕLi
UÊLÃÀLÃÊÛLÀ>Ì
Includes: Cushion, V-pad, and Hardware.
Materials: Cushion: Thermoplastic elastomer.
Hardware: Stainless Steel with Captured Nylon Locknut
Temperature Rating: -40°F to +275°F
PS CT-3⁄8 thru PS CT1-4-1⁄8 – Cush-A-Therm™
B
CD
V-Pad
17⁄16"
A
Part
No.
Hole
Size
Copper
Nom.
I.D.
O.D. IPS O.D. Length
PS CT-3⁄83⁄8 ID 1⁄4 3⁄8 - 1.81
2.17
PS CT-1⁄21⁄2 ID 3⁄8 1⁄2 1⁄4 1.89
PS CT-5⁄85⁄8 ID 1⁄2 5⁄8 3⁄8 2.05
PS CT-3⁄43⁄4 ID 5⁄8 3⁄4 - 2.22
PS CT-7⁄87⁄8 ID 3⁄4 7⁄8 1⁄2 2.44
PS CT-1-1⁄811⁄8 ID 1 11⁄8 3⁄4 2.76
PS CT-1-3⁄813⁄8 ID 11⁄413⁄8 1 3.19
2.56PS CT-1-5⁄815⁄8 ID 11⁄2 1
5⁄8 1
1⁄4 3.35
PS CT-2-1⁄821⁄8 ID 2 21⁄8 - 3.86
PS CT-2-1⁄821⁄8 ID 21⁄4 2
3⁄8 2 4.29 2.96
PS CT-2-5⁄825⁄8 ID 21⁄2 2
5⁄8 - 4.87
PS CT-3-1⁄831⁄8 ID 3 31⁄8 - 5.00 3.35
PS CT-3-5⁄835⁄8 ID 31⁄2 3
5⁄8 - 5.94 3.94
PS CT-4-1⁄841⁄8 ID 4 41⁄8 3
1⁄2 6.14
Part
No.
Hole
Size
Copper
Nom. I.D. O.D. IPS O.D. Length
PS CT1-5⁄85⁄8 ID 1⁄2 5⁄8 3⁄8 2.54
2.17
PS CT1-3⁄43⁄4 ID 5⁄8 3⁄4 - 2.82
PS CT1-7⁄87⁄8 ID 3⁄4 7⁄81⁄2 2.82
PS CT1-1-1⁄811⁄8 ID 1 11⁄8 3⁄4 3.06
PS CT1-1-3⁄813⁄8 ID 11⁄413⁄8 1 3.33
2.56
PS CT1-1-5⁄815⁄8 ID 11⁄2 1
5⁄8 1
1⁄43.65
PS CT1-2-1⁄821⁄8 ID 2 21⁄8 - 4.16
PS CT1-2-3⁄823⁄8 ID 21⁄4 2
3⁄8 2 3.92
PS CT1-2-5⁄825⁄8 ID 21⁄2 2
5⁄8 4.87 2.96
PS CT1-3-1⁄831⁄8 ID 3 31⁄8 - 5.14 3.35
PS CT1-3-5⁄835⁄8 ID 31⁄2 3
5⁄8- 6.48 3.94
PS CT1-4-1⁄841⁄8 ID 4 41⁄8 3
1⁄2 6.48
1. Insulation slides
over pipes
2. Pipe hanger
inserts are put in
place and glued
to insulation.
3. Joints are
wrapped and
sealed with
ProTape.
Part
No.
O.D.
Tube Sizes Diameters PullOut
Load/Lbs
Slip
Load/Lbs
PS TP-025 1⁄43⁄81⁄20.25 - 0.54
500 40
PS TP-625 5⁄83⁄47⁄80.62 - 0.87
PS TP-875 7⁄811
1⁄80.87 - 1.12
PS TP-100 1 11⁄811⁄41.00 - 1.31
Part
No.
Nominal
Pipe Size
Dimensions (In.) Hex Head Cap
Screw & Lock Nut
Wt/100
pcs Lbs
“A” “B” “C” “D”
PS TP-025 1⁄4115⁄16 13⁄83⁄83⁄16 1⁄4-20 x 11⁄2"4
PS TP-625 3⁄823⁄815⁄8
7⁄16
1⁄4
1⁄4-20 x 2"
6
PS TP-875 1⁄229⁄16 113⁄16 5⁄16 8
PS TP-100 3⁄4211⁄16 115⁄16 5⁄16 8
Part
No.
Nominal Pipe
Sizes Diameters PullOut
Load/Lbs
Slip
Load/Lbs
PS TP-025 1⁄40.25 - 0.54
500 40
PS TP-625 3⁄81⁄20.62 - 0.87
PS TP-875 3⁄40.87 - 1.12
PS TP-100 3⁄41 1.00 - 1.31
Tube Sizes
Pipe Sizes
74
PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Power-Strut® Engineering Catalog
PS 004T – PS 106N – Cush-a-Clamp® Assembly Pipe & Tube Series
Clamp: Electro-galvanized or stainless steel
Cushion: Thermoplastic elastomer resistant to the effects of most oils,
chemicals and industrial cleaning com pounds in temperatures
from -50°F to 275°F.
UV Resistent
Includes: Cushion, Clamp and Hardware
Controlled Squeeze: Parts with the letter "T" have a Controlled Squeeze
shoulder Bolt. Available on tube sizes 1⁄4" thru 13⁄8"
Pipe Series
Part
No.
Pipe
Size
(Nominal)
Dimensions Wt./100
pcs
ABC
PS 009N 1⁄4" 0.54 0.98 1.34 13
PS 011N 3⁄8" 0.67 1.13 1.54 14
PS 014N 1⁄2" 0.84 1.29 1.82 15
PS 017N 3⁄4" 1.05 1.50 2.08 17
PS 021N 1" 1.31 1.76 2.34 19
PS 027N 11⁄4" 1.66 2.17 2.73 35
PS 030N 11⁄2" 1.90 2.35 2.86 41
PS 038N 2" 2.37 2.82 3.67 49
PS 046N 21⁄2" 2.87 3.32 4.17 57
PS 056N 3" 3.50 3.95 4.79 55
PS 064N 31⁄2" 4.00 4.45 5.42 88
PS 072N 4" 4.50 4.95 5.92 110
PS 089N 5" 5.56 6.01 6.92 130
PS 106N 6" 6.62 7.07 8.23 140
Tube Series
Part
No.
Copper &
Steel Tube
O. D. Size
Copper
Water
Pipe
(Nominal)
Dimensions
Wt./100
pcs
ABC
PS 004T 1⁄4" 0.25 0.62 0.98 10
PS 006T 3⁄8"1⁄4" 0.37 0.82 1.13 11
PS 008T 1⁄2"3⁄8" 0.50 0.94 1.34 13
PS 010T 5⁄8"1⁄2" 0.62 1.06 1.54 14
PS 012T 3⁄4"5⁄8" 0.75 1.2 1.68 14
PS 014T 7⁄8"3⁄4" 0.87 1.31 1.82 15
PS 016T 1" 1.00 1.44 1.95 17
PS 018T 11⁄8" 1" 1.12 1.57 2.08 18
PS 020T 11⁄4" 1.25 1.70 2.21 18
PS 022T 13⁄8"1
1⁄4" 1.37 1.82 2.34 20
PS 024N 11⁄2" 1.50 1.95 2.47 33
PS 026N 15⁄8"1
1⁄2" 1.62 2.07 2.60 35
PS 028N 13⁄4" 1.75 2.20 2.73 37
PS 030N 17⁄8" 1.87 2.32 2.86 39
PS 032N 2" 2.00 2.45 3.04 41
PS 034N 21⁄8" 2.12 2.57 3.23 46
PS 038N 23⁄8" 2.37 2.82 3.67 47
PS 040N 21⁄2" 2.50 2.94 3.79 49
PS 042N 25⁄8" 2.62 3.07 3.92 51
PS 046N 27⁄8" 2.87 3.32 4.17 55
PS 048N 3" 3.00 3.57 4.42 57
PS 050N 31⁄8" 3.12 3.57 4.42 60
PS 056N 31⁄2" 3.50 3.95 4.79 55
PS 058N 35⁄8" 3.62 4.2 5.11 70
PS 064N 4" 4.00 4.45 5.42 88
PS 066N 41⁄8" 4.12 4.57 5.54 94
PS 072N 41⁄2" 4.50 4.95 5.92 110
PS 082N 51⁄8" 5.12 5.57 6.54 125
PS 098N 61⁄8" 6.12 6.57 7.54 130
A
B
C
75
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PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 004M – PS 038M – Cush-a-Clamp® Assembly Omega Series
Part
No.
Copper
Tubing
O.D. Size
Water
Pipe
(Nominal)
Pipe
Size
(Nominal)
Dimensions Wt./100
pcs
ABCDEF
PS 004M 1⁄4" – – 0.25 1.81
0.06
0.62 0.20 0.78 3.4
PS 006M 3⁄8"1⁄4– 0.37 1.90 0.20 0.81 4.0
PS 008M 1⁄2"3⁄81⁄4" 0.50 2.20
0.75 0.26 0.98
5.5
PS 010M 5⁄8"1⁄23⁄8" 0.62 2.32 6.0
PS 012M 3⁄4"5⁄8– 0.75 2.41 6.5
PS 014M 7⁄8"3⁄41⁄2" 0.87 2.56 7.1
PS 016M 1" – – 1.00 2.68 7.8
PS 018M20 – – 3⁄4" 1.05 2.68 8.1
PS 018M21 11⁄8" 1 – 1.12 2.82 8.4
PS 020M 11⁄4" – – 1.25 3.00
0.08 1.25 0.26 1.56
17
PS 021M – – 1" 1.31 3.12 20
PS 022M 13⁄8"1
1⁄4– 1.37 3.12 19
PS 024M 11⁄2" – – 1.50 3.65 20
PS 026M 15⁄8"1
1⁄2– 1.62 3.77 23
PS 027M – – 11⁄4" 1.66 3.90
0.10 1.25 0.33 1.56
32
PS 028M 13⁄4" – – 1.75 3.90 32
PS 030M 17⁄8"–1
1⁄2" 1.87 4.02 34
PS 032M 2" – – 2.00 4.15 36
PS 034M 21⁄8" – – 2.12 4.40 41
PS 038M – – 2" 2.37 4.71 44
Includes: clamp and cushion.
Materials
Clamp: ZD or Stainless Steel
Cushion: Thermoplastic elastomer
F
D
A
B
C
E
PS 52E – Parallel Pipe and Conduit Clamp
Size Wt./100
pcs
1⁄2"59
3⁄4"64
1" 70
11⁄4"72
11⁄2"93
2" 128
21⁄2" 135
3" 155
31⁄2" 190
4" 205
Material: Malleable Iron
PS 3792 – Power-Wrap™
Material: EPDM
Stock Thickness: 1⁄8"
Stock Length: 25 ft.⁄box
Service Temp:ÊÊÇäÂÊÌÊÎxäÂÊ
Weight/100 boxes: 253 lbs.
Note: Cannot be used on slot side of metal framing channel.
76
PIPE & CONDUIT CLAMPS
Finish: Electro-galvanized Order By: No., and Finish
Power-Strut® Engineering Catalog
PS MU-1⁄4 thru PS MU-4 – Mustang Universal One-Piece Pipe, Conduit (GRC, EMT & IMC) and Tubing Clamps
Note:
Available in 14 ga. Electro-galvanized steel
PS UB 1⁄2 – PS UB 10 – Cush-a-Clamp® Assembly U–Bolt Series
Part
No.
Pipe
Size
Dimensions Wt./100
Pcs
ABC D
PS UB 1⁄21⁄2" 0.84 1.60
0.68 1⁄4-20 UNC-2B
9
PS UB 3⁄43⁄4" 1.05 1.80 10
PS UB 1 1" 1.31 2.05 12
PS UB 1-1⁄411⁄4" 1.66 2.55
1.24 3⁄8-16 UNC-2B
32
PS UB 1-1⁄211⁄2" 1.90 2.80 36
PS UB 2 2" 2.37 3.35 42
PS UB 2-1⁄221⁄2" 2.87 3.90
1.24 1⁄2-13 UNC-2B
72
PS UB 3 3" 3.50 4.55 84
PS UB 3-1⁄231⁄2" 4.00 5.05 93
PS UB 4 4" 4.50 5.50 102
PS UB 5 5" 5.56 6.56 123
PS UB 6 6" 6.62 7.75 1.44 5⁄8-11 UNC-2B 243
PS UB 8 8" 8.62 9.82 293
PS UB 10 10" 10.75 12.16 1.65 3⁄4-10 UNC-2B 492
Includes: U-bolt, cushion, and hardware.
Materials: U-Bolt: Electrogalvanized finish or Type 316 SS
Cushion: Thermoplastic elastomer
Note: Not intended for use with metal framing components due to the length of the thread.
C
D
B
A
1/2" thru 6" assembly.
BDC
A
8" thru 12" assembly
Two piece cushion design
30°
.017
π
30°
.017
π
Part No. Nominal
Trade Size
OD Height Above
Channel "H"
Min Max Min Max.
PS MU-1⁄41⁄4" 0.250" 0.540" 13⁄4"2"
PS MU-3⁄83⁄8" 0.500" 0.675" 17⁄8"2
1⁄8"
PS MU-1⁄21⁄2" 0.625" 0.840" 2" 21⁄4"
PS MU-3⁄43⁄4" 0.875" 1.050" 21⁄4"2
1⁄2"
PS MU-1 1" 1.125" 1.315" 21⁄2"2
3⁄4"
PS MU-1-1⁄411⁄4" 1.375" 1.660" 23⁄4"3
1⁄8"
PS MU-1-1⁄211⁄2" 1.625" 1.900" 3" 33⁄8"
PS MU-2 2" 2.000" 2.375" 31⁄2"3
7⁄8"
PS MU-2-1⁄221⁄2" 2.500" 2.875" 41⁄4"4
5⁄8"
PS MU-3 3" 3.000" 3.500" 47⁄8"5
3⁄8"
PS MU-3-1⁄231⁄2" 3.625" 4.000" 53⁄8"5
7⁄8"
PS MU-4 4" 4.125" 4.500" 57⁄8"6
3⁄8"
H
77
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ROLLERS
Order By: No. and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 1901 – Two-Piece Pipe Roller
PS 815 – Two-Piece, Heavy Duty Pipe Roller
Chart for Dimension A
Pipe
Size
No
Insulation
Insulation Thickness
1" 11⁄2"2"2
1⁄2"3" 4"
1⁄2"
61⁄2"
61⁄2"
––
–
–
–
3⁄4"65⁄8" 67⁄8"
1"
11⁄4"67⁄8"7
1⁄8"7
3⁄8"
11⁄2"
2" 65⁄8" 71⁄8"7
3⁄8"7
1⁄2" 8"
21⁄2"
3" 7" 71⁄2"7
3⁄4"7
7⁄8"8
1⁄8"
31⁄2"
4" 65⁄8"7
1⁄4"7
5⁄8" 77⁄8" 8" 83⁄8" 9"
Weight/100 pair: 268 lbs.
Use With: 1⁄2"-4" pipe
Load Rating: 500 lbs.
Material:
Bracket - steel;
Roller - cast iron (or aluminum)
Finish: Green or galvanized;
Roller - plain
Chart for Dimension A
Pipe
Size
No
Insulation
Insulation Thickness
1" 11⁄2"2"2
1⁄2"3" 4"
6" 91⁄2" 101⁄4" 101⁄2" 103⁄4" 11" 113⁄8" 117⁄8"
8" 101⁄8"
–
11" 113⁄8" 113⁄4" 12" 121⁄2"
10" 103⁄4" 115⁄8" 12" 121⁄4" 121⁄2" 13"
12" 111⁄4" 121⁄8"12
1⁄2" 123⁄4" 13" 131⁄2"
14" 115⁄8" 121⁄2" 127⁄8" 13" 133⁄8" 14"
16" 121⁄8" 13" 133⁄8" 137⁄8" 14" 141⁄2"
Weight/100 pair: 680 lbs.
A
21⁄2"
2"
A
31⁄2"
to 33⁄4"
3"
Use With: 6-16" pipe
Material:
Bracket - steel; Roller - cast iron
Finish: Green or galvanized; Roller - plain
Load Rating: 1500 lbs.
PS 1911 – Pipe Roller PS 816 – Three Piece, Heavy Duty Pipe Roller
Weight/100 units: 1,046 lbs.
Size Fits
Pipe Size AB
Wt./100
pcs
2 – 3-1⁄2"
2"
5"
3"
16021⁄2" 31⁄4"
3" 35⁄8"
4 – 6"
31⁄2" 5" 37⁄8"
2154" 57⁄8" 45⁄16"
5" 47⁄8"
8 – 10"
6" 57⁄8" 57⁄16"
5258" 85⁄16"71⁄8"
10" 81⁄4"
12 – 14" 12" 107⁄8"97⁄8" 1,025
14" 101⁄2"
Material: Bracket and shaft - steel; Roller - cast iron
Finish: Brackets - painted green or galvanized; Shaft - electro-galvanized;
Roller - plain
Load Rating: 950 lbs.
Chart for Dimension A
Pipe
Size
Insulation Thickness
11⁄2" 2" 21⁄2" 3" 4"
16" – 137⁄8" 14" 141⁄2"
18" 135⁄8" 14" 141⁄8"14
1⁄2" 15"
20" 141⁄8"14
1⁄2"14
3⁄4" 15" 151⁄2"
24" 151⁄4"15
1⁄2"15
7⁄8"16
1⁄8"16
5⁄8"
Use With: 16-24" pipe
Material: Bracket - steel; Roller - cast iron
Finish: Bracket - painted green or galvanized; Roller - plain
Load Rating: 2,000 lbs.
A
21⁄2"B2"
A
31⁄4"
3"
78
ROLLERS
Order By: No. and Finish
Power-Strut® Engineering Catalog
PS 1902 – Pipe-Roller Assembly
Part
No. AWt./100
pcs.
PS 1902 - 1"-2" 63⁄4299
PS 1902 - 21⁄2"-31⁄2"7
1⁄2304
PS 1902 - 4"-6" 81⁄2311
PS 1902 - 8" 99⁄16 319
Material:
Bracket and shaft - steel;
Roller - cast iron
Finish:
Bracket - painted green or galvanized;
Shaft - electro-galvanized; Roller - plain
Load Rating: 750 lbs.
Pipe
Size
No
Insulation
Insulation Thickness
1" 11⁄2" 2" 21⁄2" 3" 4"
1⁄2"
PS 1902 - 1"-2"
PS 1902 - 1"-2"
PS 1902 - 1"-2"
PS 1902 - 21⁄2"-31⁄2"
–
–
–
3⁄4"
1"
11⁄4"
11⁄2"
PS 1902 - 21⁄2"-31⁄2""
PS 1902 - 21⁄2"-31⁄2"2"
21⁄2"
3"
PS 1902 - 21⁄2"-31⁄2"
PS 1902 - 4"-6" PS 1902 - 4"-6"
PS 1902 - 4"-6"31⁄2"
4"
5"
PS 1902 - 21⁄2"-31⁄2" PS 1902 - 4"-6" PS 1902 - 4"-6" PS 1902 - 8" PS 1902 - 8"
6"
8" PS 1902 - 8" PS 1902 - 8" PS 1902 - 8"
A
21⁄2"
PS PP – Power-Pier
Part
Number
Power-Pier
Bases Qty. Description
PS PP 4 Power-Pier Base Only (4 Bases & Hardware)
PS-SPSS-6 HG 4 PS PP + 4 Pcs PS 500 EH HG @ 6" Long for up to 31⁄2" Pipe
PS-SPSS-10HG 4 PS PP + 4 Pcs PS 500 EH HG @ 10" Long for 4" to 8" Pipe
PS-MPDS-26HG 4 PS PP + 2 Pcs PS 200 EH HG @ 26" Long for Trapeze
PS-MPDS-38HG 4 PS PP + 2 Pcs PS 200 EH HG @ 38" Long for Trapeze
PS-MPDS-50HG 4 PS PP + 2 Pcs PS 200 EH HG @ 50" Long for Trapeze
PS-MPDS-62HG 4 PS PP + 2 Pcs PS 200 EH HG @ 62" Long for Trapeze
The Power-Pier Rooftop support system provides a simple
and versatile way to support and manage pipe, tubing,
conduit, HVAC systems, and the like. The Power-Pier
system supports without roof surface penetration and
allows the parts to remain off the surface
PS 1100
PS 200 PS RS
Threaded
Rod
PS 3373 PS 1100
PS RS
PS 1100
PS 500
PS 1100
PS 500
PA-158 PS 200 EH
PS 606
PS 1901
PS 200
PS RS
PS 3373
PS 200
PS RS
PS 606
www.power-strut.com 79
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PIPE HANGERS
PIPE HANGERS
Pipe Hangers
Power-Strut® Engineering Catalog
80
G
FCB
3⁄8"
C
L
Size: 1⁄2" thru 2"
Finish: Copper-Colored Epoxy (PC)
Function: Allows vertical adjustment of pipe after installation
Features:
UÊ ÊiÞi`ÊÃiÀÌÊÕÌÊÌÊiÃÕÀiÊÌ>ÌÊÌiÊ«Ê>}iÀÊ>`ÊÃiÀÌÊÕÌÊÃÌ>ÞÊÌ}iÌiÀ
UÊ ÃiÀÌÊÕÌÊV>ÊLiÊÀiÛi`ÊvÊÀiµÕÀi`
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ££ÓÊ/Þ«iÊ£ä®Ê>`Ê--Ê-*ÈÊ/Þ«iÊ£ä®
UÊ *ÊÃÌ>`>À`ÃÊvÀÊÀi`ÕVi`ÊÀ`ÊÃâiÃÊvÀÊiVÌÀÊ>Û>âi`Ê®ÊÞ
Power-Strut
Part No.
Pipe
Size
Max
Load Weight B C F G
P8300 CT 1⁄2180 0.11 27⁄16 2 111⁄16 5⁄8
P8301 CT 3⁄4180 0.11 211⁄16 113⁄16 1
1⁄85⁄8
P8302 CT 1 180 0.12 29⁄16 111⁄16 1
1⁄85⁄8
P8303 CT 11⁄4180 0.13 21⁄215⁄815⁄16 5⁄8
P8304 CT 11⁄2180 0.14 213⁄16 115⁄16 11⁄85⁄8
P8305 CT 2 180 0.16 23⁄417⁄87⁄85⁄8
A
G
FB
C
C
L
P8300 NFPA thru P8313 NFPA – Ring Hanger NFPA Size
P8300 thru P8305 – Ring Hanger CT Size
Size: Range 1⁄2” thru 8”
Finish: Electro-Galvanized (EG)
Function: Recommended for the suspension of stationary, non-insulated pipe lines
Features:
UÊ ÊiÞi`ÊÃiÀÌÊÕÌÊÌÊiÃÕÀiÊÌ>ÌÊÌiÊ«Ê>}iÀÊ>`ÊÃiÀÌÊÕÌÊÃÌ>ÞÊÌ}iÌiÀÊÃiÀÌÊÊ Ê
nut can be removed if required
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ££ÓÊ/Þ«iÊ£ä®Ê>`Ê--Ê-*ÈÊ/Þ«iÊ£ä®
UÊ *ÊÃÌ>`>À`ÃÊvÀÊÀi`ÕVi`ÊÀ`ÊÃâiÃÊvÀÊiVÌÀÊ>Û>âi`Ê®ÊÞ
UÊ 1Ê««ÀÛ>ÊvÀÊÕÃiÊÜÌÊ*6Ê««i
Power-Strut
Part No.
Pipe
Size
Max
Load
Wt.
lbs
A
Rod Size
BCFG
Width
P8300 NFPA 1⁄2300 0.10 3⁄827⁄16 17⁄16 11⁄16 5⁄8
P8301 NFPA 3⁄4300 0.10 3⁄8211⁄16 111⁄16 11⁄85⁄8
P8302 NFPA 1 300 0.10 3⁄8213⁄16 113⁄16 11⁄85⁄8
P8303 NFPA 11⁄4300 0.11 3⁄8211
1⁄16 5⁄8
P8304 NFPA 11⁄2300 0.11 3⁄8321
1⁄16 5⁄8
P8305 NFPA 2 300 0.14 3⁄833⁄16 23⁄16 11⁄16 5⁄8
P8306 NFPA 21⁄2300 0.19 3⁄849⁄16 35⁄16 17⁄87⁄8
P8307 NFPA 3 1000 0.23 3⁄853
3⁄427⁄8
P8309 NFPA 4 1000 0.30 3⁄864
11⁄16 23⁄87⁄8
P8310 NFPA 5 1000 0.50 1⁄261⁄251⁄427⁄16 3⁄4
P8311 NFPA 6 1250 0.58 1⁄273⁄463⁄16 2
3⁄4
P8313 NFPA 8 1250 0.90 1⁄295⁄16 711⁄16 33⁄87⁄8
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Pipe Hangers
81
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
A
BW
P8000, P8001 – Junior Ductile Iron Top Beam Clamp
Size: 3⁄8" and 1⁄2" rod sizes
Finish: Plain (PL) and Electro-Galvanized (EG)
Function: Structural attachment to top or bottom of metal
beams, purlins, channel, or angle iron
Features:
UÊ -iÌÊÃVÀiÜÊ>`iÊvÊ>À`ii`ÊÃÌii
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ£ÓÊ/Þ«iÊ£®Ê
and MSS SP-69 (Type 19)
Part No.
Plain & EG
Rod Size Max Load Top Max Load
Bottom
Weight Opening A B W
P8000 3⁄8500 250 0.33 3⁄4 1
1⁄16 7⁄8
P8001 1⁄2950 760 0.34 3⁄4 1
1⁄16 1
1⁄16
P8400 thru P8413 – Standard Clevis Hanger
Size: 1⁄2" thru 8"
Finish: Plain (PL) and Electro-Galvanized (EG)
Function: Allows vertical adjustment of pipe
after installation
Features:
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>Ì
WW-H171 (Type 1) and MSS SP-69 (Type 19)
UÊ -iÌÊÃVÀiÜÊ>`iÊvÊ>À`ii`ÊÃÌii
UÊ >ÝÕÊÌi«iÀ>ÌÕÀiÊ*>ÊÈxäÂÊ]Ê>Û>âi`Ê{xäÂÊ
UÊ 7iÊÕÃ}Ê>ÊÛiÀÃâiÊViÛÃ]ÊÌÊÃÊÀiVi`i`ÊÌÊÃÌ>Ê>ÊÊ
full-width spacer on the cross bolt to prevent failure due to
disfiguring the U-strap
UÊ 7iÊÕÃ}ÊÃÕ>Ìi`Ê««i]ÊÀ`iÀÊ>}iÀÊÃâi`ÊÌÊVÀÀië`ÊÊ
to overall dimension. It is also recommended to use insulation
shields
A
GF
E
H
B
C
C
L
Part
No.
Pipe
Size
Max
Load
Wt. A
Rod
Size
BC E
Take
Off
F
Adj.
GH
Width
Lower
P8400
1⁄2 610 0.31 3⁄815⁄821⁄811⁄25⁄81⁄41
P8401
3⁄4 610 0.33 3⁄813⁄4 2
3⁄8 1
5⁄16 5⁄81⁄41
P8402 11⁄4 610 0.41 3⁄823⁄8 3
5⁄16 1
11⁄16 5⁄81⁄41
P8403 1 610 0.34 3⁄821⁄16 23⁄4 1
5⁄85⁄81⁄4 3⁄4
P8404 11⁄2 610 0.43 3⁄8215⁄16 315⁄16 21⁄87⁄81⁄41
P8405 2 610 0.53 3⁄831⁄441⁄225⁄811⁄81⁄41
P8406 21⁄2 1130 0.74
1⁄233⁄451⁄433⁄16 15⁄16 3⁄81
P8407 3 1130 0.99
1⁄241⁄864
1⁄16 15⁄83⁄81
P8409 4 1130 1.43 5⁄853⁄873⁄441⁄2111⁄16 3⁄811⁄4
P8410 5 1430 1.62 5⁄8613⁄16 93⁄451⁄2115⁄16 3⁄813⁄16
P8411 6 1940 3.26
3⁄481⁄4113⁄453⁄4111⁄16 1⁄217⁄16
P8413 8 2000 4.39
3⁄491⁄214 73⁄16 21⁄217⁄16
2 1⁄2” thru 8”
Pipe Hangers
Power-Strut® Engineering Catalog
82
P8105 thru P8109 – Lightweight Clevis Hanger Plain
Size: 2" thru 4"
Finish: Plain (PL) and Electro-Galvanized (EG)
Function: Allows vertical adjustment of pipe after installation
Features:
UÊ >ÝÕÊÌi«iÀ>ÌÕÀiÊ*>ÊÈxäcÊ]Ê>Û>âi`Ê{xäcÊ
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ77£Ç£Ê
(Type 1), (MSS) SP-69 (Type 1)
UÊ 7iÊÕÃ}Ê>ÊÛiÀÃâiÊViÛÃ]ÊÌÊÃÊÀiVi`i`ÊÌÊÃÌ>Ê>ÊvÕÜ`ÌÊÊ
spacer in the cross bolt to prevent failure due to disfiguring the U-strap
UÊ 7iÊÕÃ}ÊÃÕ>Ìi`Ê««i]ÊÀ`iÀÊ>}iÀÊÃâi`ÊÌÊVÀÀië`ÊÌÊÛiÀ>ÊÊ
dimension. It is also recommended to use insulation shields
A
B
C
F
E
G
L
C
Part
No.
Size Max
Load
Wt A
Rod
Size
BC E
Take
Out
F
Adj.
G
Width
Lower
P8105 2 300 0.34 3⁄831⁄4 4
1⁄2 2
5⁄811⁄8 1⁄4
P8107 3 400 0.72 1⁄2 4
1⁄8 6 41⁄16 15⁄83⁄8
P8109 4 550 0.97 5⁄853⁄873⁄441⁄2 1
11⁄16 3⁄8
P8200 thru P8205 – Malleable Split Ring
Size: 1⁄2" thru 2"
Finish: Plain (PL) and Electro-Galvanized (EG)
Material: Malleable Iron
Features:
UÊ ÓÊLÌÊ`iÃ}
UÊ }i`Ê`iÃ}Ê«ÀÛ`iÃÊvÀÊiVV>ÊÃÌ>>Ì
UÊ iÃ}i`ÊÌÊ«ÀÛ`iÊ>ÊÌ}ÌÊvÌÊÊÃÌ>`>À`ÊÃÌiiÊ««i
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ77£Ç£
(Type 25), (MSS) SP-58 and SP-69 (Type 12)
B
C
L
Part No.
Plain & EG
Tube
Size
Rod
Size
Max
Load
Wt.
lbs.
B
P8200 1⁄23⁄8 - 16 300 0.13 7⁄8
P8201 3⁄43⁄8 - 16 300 0.15 11⁄16
P8202 1 3⁄8 - 16 300 0.17 11⁄8
P8203 11⁄43⁄8 - 16 300 0.28 11⁄4
P8204 11⁄2 3⁄8 - 16 300 0.29 17⁄16
P8205 2 3⁄8 - 16 300 0.32 15⁄8
P8200 CT thru P8205 CT – Malleable Split Ring – Copper-Colored Epoxy
Size: 1⁄2" thru 2"
Finish: Copper-Colored Epoxy (PC)
Features:
UÊ ÓÊLÌÊ`iÃ}
UÊ }i`Ê`iÃ}Ê«ÀÛ`iÃÊvÀÊiVV>ÊÃÌ>>Ì
UÊ iÃ}i`ÊÌÊ«ÀÛ`iÊ>ÊÌ}ÌÊvÌÊÊÃÌ>`>À`ÊÃÌiiÊ««i
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÊ77£Ç£
(Type 25), (MSS) SP-58 and SP-69 (Type 12)
3»8"
B
L
C
pgpp
Ì
>>Ì
Part No.
Plain & EG
Tube
Size
Rod
Size
Max
Load
Wt.
lbs.
B
P8200 CT 1⁄23⁄8 - 16 300 0.13 7⁄8
P8201 CT 3⁄43⁄8 - 16 300 0.15 11⁄16
P8202 CT 1 3⁄8 - 16 300 0.17 11⁄8
P8203 CT 11⁄43⁄8 - 16 300 0.28 11⁄4
P8204 CT 11⁄2 3⁄8 - 16 300 0.29 17⁄16
P8205 CT 2 3⁄8 - 16 300 0.32 15⁄8
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Pipe Hangers
83
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
C
G
L
B
C
L
P8500 thru P8513 – Standard Riser Clamp
Size: Range 1⁄2" thru 8"
Finish: Plain (PL) and Electro-Galvanized (EG)
Material: Carbon Steel
Features:
UÊ >ÝÕÊÌi«iÀ>ÌÕÀiÊ*>ÊÈxäcÊ]Ê
Galvanized 450° F
UÊ iÃ}i`ÊvÀÊÃÌ>`>À`ÊÀÊ««i
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÃÊ
A-A 1192A (Type 8) and MSS/SP-69
and SP-58 (Type 8)
Part No.
Plain & EG
Tube
Size
Max
Load
Wt.
lbs.
LG
Width
B C Bolt
Size
Torque
Value
P8500 1⁄2220 0.80 9 1 21⁄83⁄83⁄819
P8501 3⁄4220 0.80 9 1 27⁄83⁄83⁄819
P8502 11⁄4250 1.06 91⁄41 31⁄23⁄83⁄819
P8503 1 220 1.04 9 1 31⁄83⁄83⁄819
P8504 11⁄2250 1.08 10 13⁄16 37⁄83⁄83⁄819
P8505 2 300 1.16 101⁄4 3⁄16 41⁄4 1⁄23⁄819
P8507 3 500 1.56 113⁄413⁄16 51⁄2 1⁄23⁄819
P8509 4 750 1.70 13 1 7
1⁄2 1⁄250
P8511 6 1600 3.70 151⁄411⁄29
1⁄2 1⁄250
P8513 8 2500 7.40 181⁄411⁄212
5⁄8 5⁄850
1 1⁄2” thru 8”
C
G
L
B
C
L
P8500 thru P8505 – Standard Riser Clamp – Copper-Colored Epoxy
Size: Range 1⁄2" thru 2"
Finish: Copper-Colored Epoxy (PC)
Material: Carbon Steel
Features:
UÊ >ÝÕÊÌi«iÀ>ÌÕÀiÊ*>ÊÈxäcÊ]Ê>Û>âi`Ê{xäcÊ
UÊ iÃ}i`ÊvÀÊÃÌ>`>À`ÊÀÊ««i
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÃÊ££ÓÊ/Þ«iÊn®ÊÊ
and MSS/SP-69 and SP-58 (Type 8)
Part No.
Plain &
EG
Tube
Size
Max
Load
Wt.
lbs.
LG
Width
B C Bolt
Size
Torque
Value
P8500 1⁄2220 0.80 9 1 21⁄83⁄83⁄819
P8501 3⁄4220 0.80 9 1 27⁄83⁄83⁄819
P8502 11⁄4250 1.06 91⁄41 31⁄23⁄83⁄819
P8503 1 220 1.04 9 1 31⁄83⁄83⁄819
P8504 11⁄2250 1.08 10 13⁄16 37⁄83⁄83⁄819
P8505 2 300 1.16 101⁄4 3⁄16 41⁄41⁄23⁄819
Pipe Hangers
Power-Strut® Engineering Catalog
84
A
B
19»16"
P8600 – Cushion Clamp
Size: Range 3⁄8" thru 41⁄8"
Finish: Electro-Galvanized (EG) or Type 316 Stainless Steel (SS)
Cushion: Thermoplastic elastomer
Function: Fits any standard 15⁄8” wide strut channel
Features:
UÊ `i>ÊvÀÊÕÌ«iÊÀÕÃÊÜiÊ>LÃÀL}ÊÃVÊ>`ÊÛLÀ>Ì]ÊÀi`ÕV}ÊÕÜ>Ìi`ÊÊ
noise and preventing galvanic corrosion
UÊ ÌiÀVÊi`}iÃÊ>`ÊV>iÊV>ÌÀÊi}ÃÊi«ÊiÃÕÀiÊÌ>ÌÊÌiÊVÕÃÊÀi>Ã
in place
UÊ /i«iÀ>ÌÕÀiÊÀ>}i\ÊÈxcÊÊÌÊÓÇxc Part No. Copper
Tube
Size
(O.D.)
Max
Load
Wt.
lbs.
I.D.
in.
A
in.
B
in.
P8600-37 EG 3⁄8400 0.11 0.34 0.85 1.16
P8600-50 EG 1⁄2400 0.13 0.53 0.97 1.37
P8600-62 EG 5⁄8400 0.14 0.60 1.05 1.54
P8600-75 EG 3⁄4600 0.14 0.78 1.23 1.71
P8600-87 EG 7⁄8600 0.15 1.15 1.30 1.89
P8600-1125 EG 11⁄8600 0.18 1.08 1.52 2.14
P8600-137 EG 13⁄8600 0.20 1.31 1.80 2.31
P8600-162 EG 15⁄8600 0.25 1.65 2.10 2.63
P8600-2125 EG 21⁄8800 0.46 2.05 2.71 3.31
P8600-262 EG 25⁄8800 0.51 2.51 3.17 3.90
P8600-3125 EG 31⁄8800 0.60 3.01 3.66 4.43
P8600-4125 EG 41⁄81000 0.94 4.02 4.85 5.68
Load Rating
OD
11»4"
P8700 – Copper Tube Strut Clamp
Size: Range 1⁄2" thru 4"
Finish: Copper-Colored Coated (PC)
Material: Carbon Steel
Features:
UÊ >ÝÕÊÌi«iÀ>ÌÕÀiÊ*>ÊÈxäcÊ]Ê>Û>âi`Ê{xäcÊ
UÊ iÃ}i`ÊvÀÊÃÌ>`>À`ÊÀÊ««i
UÊ «iÃÊÜÌÊi`iÀ>Ê-«iVvV>ÌÃÊ££ÓÊ/Þ«iÊn®Ê>`ÊÊ
MSS/SP-69 and SP-58 (Type 8)
Part No. Nominal
Pipe Size
Max
Load
Wt.
lbs.
O.D.
in.
P8700-50 CP 1⁄2400 0.08 5⁄8
P8700-75 CP 3⁄4400 0.09 7⁄8
P8700-1 CP 1 600 0.13 11⁄8
P8700-125 CP 11⁄4600 0.15 13⁄8
P8700-150 CP 11⁄2600 0.16 1
P8700-2 CP 2 800 0.28 21⁄8
P8700-250 CP 21⁄2800 0.33 25⁄8
P8700-3 CP 3 800 0.38 31⁄8
P8700-4 CP 4 1000 0.58 41⁄8
85
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ELECTRICAL
ELECTRICAL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Power-Strut offers a versatile means of
supporting lighting, conduits, cable and
other portions of an electrical system.
Power-Strut is listed as an electrical
raceway by Underwriters laboratories
as specified by the National Electric
Code (Article 384), and CSA approved in
accordance with the Canadian Electrical
Code (Part 1).
■ MATERIAL:
Power-Strut electrical raceways are cold formed from low carbon
steel and meet the requirements of ASTM A-1011 Grade 33
in painted green or ASTM A-653 Grade 33 in pre-galvanized
material. Plain or electro-galvanized fittings conform to the ASTM
A-635 or ASTM A-36 standards while pre-galvanized fittings
meet the requirements of ASTM A-653 Grade 33.
■ STANDARD LENGTHS:
Standard lengths of electrical raceway are 10 and 20 feet.
The Power-Strut closure strips are available only in 10 feet lengths.
■ STANDARD FINISH:
Electrical raceway channel is available in a painted green or
pre-galvanized finish. All Power-Strut fittings are available in
painted green or electro-galvanized finish. Many fittings are
available in pre-galvanized.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number. See pages 8-9 for finish abbreviations and an example.
■ LISTINGS:
UL File No. E27817 - Channel & Closure Strips
UL File No. E27818 - Fittings
CSA File No. 091312
86
ELECTRICAL
Power-Strut® Engineering Catalog
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
Knock-Out Raceway*
Maximum Number of Wires Types
AVB, FEP, FEBP, RH, RHH, RHW, RUH, RUW, T, TW, THHN, THWN, THW, XHHW
Solid Raceway*
Part
No.
Section
Height
PS 100 31⁄4"
PS 150 2 7⁄16"
PS 200 15⁄8"
PS 210 15⁄8"
PS 300 13⁄8"
PS 400 1"
PS 500 13⁄16"
Part
No.
Section
Height
PS 100 KO6 31⁄4"
PS 150 KO6 27⁄16"
PS 200 KO6 15⁄8"
PS 210 KO6 15⁄8"
PS 300 KO6 13⁄8"
PS 400 KO6 1"
Raceway Part
Numbers
Wt./
100 Ft.
Height of
Section
Inches
Wire Size AWG*
14 12 10 8 6
Table A – Maximum number of conductors
when raceway is installed to support and
supply electric discharge type lighting fixtures
when raceway wiring is suitable for at least
75 C. EXCEPTION: Wire suitable for 60 C may
be used when clearance between raceway and
fixtures is at least 1⁄2 inch.
PS 100, PS 100 K06 305 31⁄4"1010 8 6 4
PS 150, PS 150 K06 247 27⁄16"1010 8 6 4
PS 200, PS 200 K06 190 15⁄8"66542
PS 210, PS 210 K06 141 15⁄8"66542
PS 300, PS 300 K06 170 13⁄8"54432
PS 400, PS 400 K06 146 1" 4 3 0 0 0
PS 500 97 13⁄16"43000
Table B – Maximum number of conductors
when raceway is installed to support and
supply electric discharge type lighting fixtures
when raceway wiring is suitable for at least
75 C and clearance between raceway and
fixtures is at least 1⁄8 inch.
PS 100, PS 100 K06 305 31⁄4" 101010 9 6
PS 150, PS 150 K06 247 27⁄16"101010 8 6
PS 200, PS 200 K06 190 15⁄8"1010 8 6 3
PS 210, PS 210 K06 141 15⁄8"1010 8 6 3
PS 300, PS 300 K06 170 13⁄8"1010 6 4 2
PS 400, PS 400 K06 146 1" 6 6 0 0 0
PS 500 97 13⁄16"66000
Table C – Maximum number of conductors
when raceway is not employed with fixtures
OR where the clearance between the raceway
and fixtures is greater than 1⁄2 inch.
PS 100, PS 100 K06 305 31⁄4" 5042352013
PS 150, PS 150 K06 247 27⁄16"36292514 9
PS 200, PS 200 K06 190 15⁄8" 221815 9 5
PS 210, PS 210 K06 141 15⁄8" 24201710 6
PS 300, PS 300 K06 170 13⁄8" 181513 7 5
PS 400, PS 400 K06 146 1" 11 9 7 4 3
PS 500 97 13⁄16"97642
Table D – CSA Certified
Maximum number of wires
Types R, RW, RWU, T, TW
PS 100, PS 100 K06 305 31⁄4"1010 8 6 4
PS 150, PS 150 K06 247 27⁄16"1010 8 6 4
PS 200, PS 200 K06 190 15⁄8"88543
PS 210, PS 210 K06 141 15⁄8"88543
PS 300, PS 300 K06 170 13⁄8"86532
PS 400, PS 400 K06 146 1" 4 3 0 0 0
PS 500 97 13⁄16"43000
*In all cases, the snap-in-cover, PS 707, is required to complete raceway enclosures.
Also UL Listed: PS 100 2T3, PS 150 2T3, PS 200 2T3, PS 210 2T3, PS 300 2T3, PS 400 2T3, and PS 500 2T3
87
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ELECTRICAL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 2511-2
END CAP w/K.O.
PS 200
CHANNEL
PS 707
CLOSURE STRIP
PS 2632
CHANNEL HANGER
PS 2639
OUTLET BOX
PS 2631
FIXTURE HANGER
To Install Channel To Install Fluorescent Fixture
Complete installation in minutes. No screw, bolts or cotter pins to lose.
1. Suspend and align PS-2632
Channel hanger from threaded
rod at pre-determined level.
2. At floor working level install wiring
in channel raceway and add a
channel closure strip.
3. Lay raceway into pre-hung chan-
nel hanger. Close snap fasten-
ing door which securely locks
raceway into position.
1. Attach PS2631 Fixture Hanger
to fixture with quick assembly
wing-nut leaving door open.
2. Hook fixture over raceway.
Close snap fastening door
which securely locks fixture
into position. Plug in fixture.
88
ELECTRICAL
Power-Strut® Engineering Catalog
Economy Raceway System Fluorescent
In this slot-down system the circuits run through the fixtures
and only enter the channel where there is a break in the
fixture run. At that point the fiber wire retainer holds wires in
place and snap-in closure strip covers the area.
Knock-out Fluorescent Raceway System
Listed by Underwriter's Laboratories, Inc. Fixture is attached
to slot-up channel with chase nipple, locknut and bushing
through knock-outs in bottom of channel. Conduit connector
fitting PS-2560 holds channel and fixture to pipe or rod.
Knock-out Mercury Vapor Raceway System
Listed by Underwriter's Laboratories, Inc. Fixture is attached
to slot-up channel with chase nipple, locknut and bushing
through knock-outs in bottom of channel. Conduit connector
fitting PS-2561 holds channel and fixture to pipe or rod.
Basic Fluorescent Support System
Slot-down channel holds fixture firmly in place with spring nut
and bolt. Fixtures may be added or relocated without chang-
ing the basic assembly.
89
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ELECTRICAL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Slot Down Mercury Vapor System
In this slot down system the mercury vapor ballast is wired
directly to the system.
Basic Mercury Vapor Support System
PS 3301 Clevis Hanger for use with PS 150, PS 200
In this slot up or down system, the fixture is supported by
PS-3301 clevis hanger which is designed for use with both
15⁄8" and 27⁄16" deep channels.
Slotted Support System
This system is designed for maximum ease of attaching fixture
through slotted channel with shoulder bolt and provides posi-
tive alignment.
Grid System
This system is used where fixtures are hung at right angles
to Power-Strut raceways and support channels. Any of the
features of the above systems can be adapted to this system.
Ideal for egg-crate type drop ceiling installations.
90
ELECTRICAL
Power-Strut® Engineering Catalog
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
PS 2560, PS 2561 – Conduit Connector Fitting
PS 2640 – Wire Retainer
PS 655, PS 656, PS 901, PS 902, PS 930,
PS 2580, PS 2585 – Raceway End Caps
PS 2511, PS 2581 – End Cap With Knock-Out
Weight/100 pcs: .30 lbs.
Part
No. Use With Finish A Wt./100
pcs
PS 902 PS 100
EG
31⁄4"22
PS 2580 PS 150 27⁄16"18
PS 655 PS 200 15⁄8"11
PS 2585 PS 210 15⁄8"12
PS 656 PS 300 13⁄8"15
PS 901 PS 400 1" 11
PS 930 PS 500 13⁄16"5
Assembly:
End Cap Part, 1 Machine Screw, 1 Nut
Specify 1⁄2" or 3⁄4" knock-out
Part
No. Use With Finish A B Wt./100
pcs
PS 2511–1 PS 100
EG
31⁄4"1
3⁄4" 3.1
PS 2511–2 PS 200, PS 210 15⁄8"1
3⁄4" 2.7
PS 2511–3 PS 300 13⁄8"1
3⁄4" 2.6
PS 2581 PS 150 27⁄16" 2" 3.0
Stock Size: (.060)
Assembly: Connector Fitting,
2 Nuts, 2 Bolts
Part
No. Use With A Hole Design
Load (lbs.)
Wt./100
pcs
PS 2560 1⁄2 Conduit" 4" 7⁄8" 400 36
PS 2561 3⁄4 Conduit" 51⁄8"1
3⁄32" 200 36
Material: Polypropylene
A
127⁄64"
1⁄2"
B
A
1⁄4" X 5⁄8" Flat Head
Machine Screw and
Nut Included
Hole
A
1⁄4" X 5⁄8" Flat Head
Machine Screws and
Nuts Included
11⁄2"
11⁄2"
PS 2625 – Wiring Stud Nut
PS 803 – Fixture Wiring Nipple
Weight/100 pcs: 14 lbs.
Assembly: 1⁄2" x 2" rigid conduit nipple
Bushing Locknut
Material: Sintered Iron
Size: 1⁄2" - 14 Amer. Std, conduit thread
Part
No. AIdentification
No.
PS 2625-1⁄215⁄64" 121961
PS 2625-2-5⁄85⁄8" 121960
Weight/100 pcs: 10 lbs.
21⁄8"
1.100"
.800"
Hole
.600" Dia.
A
13⁄8"3⁄4"
PS 707, PS 707 P – Raceway Closure Strip PS 707 – Aluminum Raceway Closure Strip
Weight 47 Lbs./ ft.
Material/Finish:
PS 707 P - Green and gray
PS 707 - Painted green and pre-galvanized
Stock Size: (.040) GRN, (.040) PGAL
Stock Length: 10 ft.
Use With: All 15⁄8" wide channel.
Weight 21 Lbs./ ft.
Material:
6063-T6 Aluminum, Copper Free, Extruded
Stock Size: (.051)
Stock Length: 10 ft.
Use With: All 15⁄8" wide channel
.040"
15⁄8"15⁄8"
91
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ELECTRICAL
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
9⁄32"
Sq. Hole
23⁄4"
A
5"
A
9⁄32"
Sq. Hole
PS 3301 – Mercury Vapor Fixture Hanger
PS 2631 – Swing Gate Fixture Hanger PS 2631D – Swing Gate Fixture Hanger
PS 807 – Channel Hanger
PS 2632 – Swing Gate Channel Hanger PS 2632D – Swing Gate Channel Hanger
A
Dia. Use With
9⁄16"1⁄2" Rod
7⁄8"1⁄2" Conduit
Finish: Electro-galvanized
Use With: PS 200, PS 210, PS 300, PS 400 and PS 500
Load Rating: 90 lbs.
Weight/100 pcs: 25 lbs.
A
Dia. Use With
9⁄16"1⁄2" Rod
7⁄8"1⁄2" Conduit
Finish: Electro-galvanized
Use With: PS 100, PS 150, PS 200 2T3, and PS 210 2T3
Load Rating: 90 lbs.
Weight/100 pcs: 34 lbs.
Weight/100 pcs: 27 lbs.
Use With: PS 200, PS 210, PS 300, PS 400 and PS 500
Load Rating: 90 lbs.
Note:
Includes Bolt and Wing Nut for connection to fluorescent fixtures.
Use With: PS 100, PS 150, PS 200 2T3, PS 210 2T3
Load Rating: 90 lbs.
Note:
Includes Bolt and Wing Nut for connection to fluorescent fixtures.
Weight/100 pcs: 36 lbs.
Weight/100 pcs: 154 lbs.
Use With: PS 100, PS 150
Load Rating: 150 lbs.
Note:
Washers supplied to adapt to 3⁄8" or 1⁄2" rod
Weight/100 pcs: 35 lbs.
31⁄8"
9⁄16"
5"
9⁄16"
63⁄4"Hole Size
11⁄16"5"
111⁄16"15⁄8"
Finish: Electro-galvanized
Stock Size: 1⁄4"
Use With: PS 150, PS 200, PS 210
Note:
Supports fixture in slot up or down system.
92
ELECTRICAL
Power-Strut® Engineering Catalog
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
PS 659 – Channel Hanger PS 658 – Channel Hanger
Use With: PS 400, PS 500
Load Rating: 150 lbs.
Note:
Washers supplied to adapt to 3⁄8" or 1⁄2" rod
Weight/100 pcs: 28 lbs. Weight/100 pcs: 30 lbs.
Use With: PS 200, PS 210, PS 300
Load Rating: 150 lbs.
Note:
Washers supplied to adapt to 3⁄8" or 1⁄2" rod
25⁄8"
111⁄16"15⁄8"
31⁄8"
111⁄16"15⁄8"
PS 702 D – Fluorescent Fixture Hanger PS 703 D – Fluorescent Fixture Hanger
PS 2636 – Fixture Stud Nut PS 2637 – Fixture Nut
PS 702 – Fluorescent Fixture Hanger PS 703 – Fluorescent Fixture Hanger
Weight/100 pcs: 5 lbs.
Size: 1⁄4" x 20 thread, 11⁄4" long Size: Tapped for 1⁄4" - 20 thread
Weight/100 pcs: 2 lbs.
Weight/100 pcs: 19 lbs.
Hanger provides more than 1⁄2" space
between channel and fixtures.
Use hanger for PS 200, PS 210 & PS 300.
Load Rating: 120 lbs.
Weight/100 pcs: 17 lbs.
Hanger provides more than 1⁄8" space
between channel and fixtures.
Use hanger for PS 200 & PS 210.
Load Rating: 120 lbs.
Hanger provides more than 1⁄2" space
between channel and fixtures.
Use hanger for PS 150.
Load Rating: 120 lbs.
Weight/100 pcs: 20 lbs. Weight/100 pcs: 18 lbs.
Hanger provides more than 1⁄8"
space between channel and fixtures.
Use hanger for PS 150.
Load Rating: 120 lbs.
11⁄8"
1⁄2"
5⁄16"17⁄16"
1⁄4" X 1" RHMS and
Sq. Nut Included
15⁄8"
27⁄16"
9⁄32" Dia. Hole
15⁄8"
13⁄4"
1⁄4" X 3⁄4"
Carriage Bolt
and Sq. Nut Included
1⁄4" X 1" RHMS and
Sq. Nut Included
1⁄4" X 1" RHMS and
Sq. Nut Included
15⁄8"
31⁄4"
9⁄32" Dia. Hole
15⁄8"
29⁄16"
1⁄4" X 3⁄4"
Carriage Bolt
and Sq. Nut Included
1⁄4" X 1" RHMS and
Sq. Nut Included
93
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ELECTRICAL
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 2660 – Junction Box
PS 2662 A – Hub Assembly
PS 2661 – Junction Box Cover
Use With: PS 200, PS 210
Assembly: 1 Hub, 2 Screws, 1 Bolt, 1 Nut
Note: Add hub assemblies to the basic PS 2660 unit
assembly to make 1, 2, 3 ot 4-way junction box.
Identification No. 122022
Weight/100 pcs: 27 lbs.
Note:
Add hub assemblies PS 2662-A
to make 1, 2, 3 or 4-way junction box.
Weight/100 pcs: 113 lbs.
Weight/100 pcs: 396 lbs.
111⁄16"
3"
2"
PS 2660
Junction Box
PS 2662 A, Hub
PS 200
Channel
21⁄4"4"
4"
43⁄16"43⁄16"
PS 2621 – Conduit Swing Fitting
15°
(.08π)
2"
PS xxx For 1⁄2" Rigid Conduit
PS xxx For 3⁄4" Rigid Conduit
1⁄4" X 3⁄4" Slotted Hex Head
Screws and Nuts Included
15°
(.08π)
Ground Wire
2 Holes
9⁄32"
2" 2"
4 13⁄16"
3⁄16"
Bushing
Not Included
Weight/100 pcs: 30 lbs.
Design Load: 300 Lbs
Note:
Conduit hanger fittings allow a free swivel of 15° in
one direction.
Fitting may be mounted to the slot side of the
channel or to the back
PS 2660
11⁄2"
41⁄8"
2 Screws and
Channel Nuts
4"
PS 2094 – 4" Receptacle Box With Knock-outs
PS 2639 – Outlet Box
Weight/100 pcs: 88 lbs.
Stock Size: (.075)
Assembly: 1 Box, 2 Screws, 2 Channel Nuts
Weight/100 pcs: 93 lbs.
Stock Size: (.075)
Assembly: 1 Box, 2 Screws
94
ELECTRICAL
Power-Strut® Engineering Catalog
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
PS 671 – Strut Suspension Member
Weight/100 pcs: 70 lbs.
17⁄8"
11⁄16"
121⁄32"
325⁄32"
PS 2800 – Inside Strut Joiner PS 2802 – “Elbow” Inside Strut Joiner
PS 2801 – “T” Inside Strut JoinerPS 2803 – “Cross” Inside Strut Joiner
Weight/100 pcs: 20 lbs. Weight/100 pcs: 27 lbs.
Weight/100 pcs: 35 lbs.
Material: Cast aluminum
Jam screws included
Weight/100 pcs: 45 lbs.
Material: Cast aluminum
Jam screws included
Material: Cast aluminum
Jam screws included
Material: Cast aluminum or electro-galvanized
Jam screws included
Note: Electro-galvanized is not UL Listed
PS 2700 – Inside Strut Joiner
Material: Extruded aluminum
Jam screws included
Weight/100 pcs: 12 lbs.
PS 500, PS 520,
PS 560
PS 649, PS 693, PS 694, PS 805, PS 942, PS 2582 – Electrical Joiner
Part
No. A Use With Finish Wt./100
pcs
PS 805
15⁄8"
PS 100 EG, GRN 106
PS 2582 PS 150 EG 103
PS 649 PS 200, PS 210
EG, GRN
100
PS 694 13⁄8" PS 300 97
PS 693 11⁄16" PS 400 97
PS 942 13⁄16" PS 500, PS 520 80
Stock Size: (.060)
Assembly: 1 Splice Plate Clevis (GRN),
1 Tapped Plate (EG), 1 Backplate (GRN),
4 Flat Head Machine Screws (EG).
63⁄4"
A1⁄4" X 5⁄8" Flat Head Machine Screws
and 4 Hole Splice Plate Nut Included
14 Gauge
Threaded
Plate Nut
95
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ELECTRICAL
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 760 – Bus Duct Connection Clevis
Weight/100 pcs: 93 lbs.
A
17⁄8"
1⁄2"
13⁄16"
PS 1500 – Porcelain Cable Rack Insulators
PS 1510 – Maple Cable Saddle
PS 791 – Electrical Box Adapter Plate PS 2627 – Spacer Clevis
Weight/100 pcs: 35 lbs.
Stock Size: (.060)
Assembly: 1 Plate, 2 Screws,
2 Channel Nuts
Weight/100 pcs: 24 lbs.
Material: 12 ga.
Cable
Size AB
Wt./100
pcs
0"– 1" 3" 13⁄4"31
1" – 11⁄2"3
1⁄2"2" 38
11⁄2"– 2" 4" 21⁄4"47
2"– 21⁄2"4
1⁄2"2
1⁄2"57
21⁄2" – 3" 5" 23⁄4"68
3"– 31⁄2"5
1⁄2"3" 80
31⁄2" – 4" 6" 31⁄4"94
Use With: All 15⁄8" Channel
Assembly:
Maple Part, 1 Spring Nut,
1 Flat Head Screw
Note: Specify Cable Diameter
Cable
Diameter AWt./100
pcs
3" 3" 75
41⁄2"4" 95
Use With: All 15⁄8" channel
61⁄4"3 Knockouts
7⁄8" Dia.
115⁄16"
13⁄16"
115⁄16"
1⁄4" X 5⁄8" Flat Head
Machine Screws and
Nuts Included
2"
121⁄32"
7⁄8" DIA.
2"
4"
1⁄8"
Flourescent Fixture
A
15⁄8"
B
Hole Size A
PS 1801 – Square Maple Cable Clamps
Inside
Diameter
Size
A & B Wt./100
pcs
0"– 1" 31⁄2"84
1"– 11⁄2" 4" 102
11⁄2"– 2" 41⁄2" 121
2"– 21⁄2"5
1⁄2" 165
21⁄2" – 3" 6" 189
3"– 31⁄2"6
1⁄2" 215
31⁄2"– 4" 7" 243
Use With: All 15⁄8" Wide Channels.
Assembly: Maple Part, 2 Stud Bolts, 2 Washers,
2 Spring Nuts, 2 Square Nuts
Note: Special maple clamps can be made to order.
Specify Cable Diameter.
Hole Size
A
15⁄8"
B
Part
No.
Outside
Width
Inside
Width
Wt./100
pcs
PS 760–1 213⁄32"1
29⁄32"57
PS 760–2 325⁄32"3
9⁄32"73
PS 760–3 43⁄4"4
1⁄4"84
96
ELECTRICAL
Power-Strut® Engineering Catalog
Finish: Painted Green or Pre-Galvanized Stock Length: 10' & 20' Order By: No. and Finish
PS 722 – Porce -A- Clamp™
Part
No.
Hole
Size AB
Wt./100
pcs
PS722 3⁄8"3⁄8"
1.12" 1.82" 25PS722 1⁄2"
1⁄2"
PS722 5⁄8"
5⁄8"
PS722 3⁄4"
3⁄4"
1.62" 2.34" 37
PS722 7⁄8"
7⁄8"
PS722 1" 1"
PS722 11⁄8"1
1⁄8"
PS722 11⁄4" 11⁄4"
2.12" 2.86" 58
PS722 13⁄8"1
3⁄8"
PS722 11⁄2"1
1⁄2"
PS722 15⁄8"1
5⁄8"
PS722 13⁄4"1
3⁄4"
2.62" 3.50" 76
PS722 17⁄8"1
7⁄8"
PS722 2" 2"
PS722 21⁄8"2
1⁄8"
PS722 21⁄4"2
1⁄4"
3.12" 4.05" 90
PS722 23⁄8"2
3⁄8"
PS722 21⁄2"2
1⁄2"
PS722 25⁄8"2
5⁄8"
PS722 23⁄4"2
3⁄4"
3.62" 4.75" 109
PS722 27⁄8"2
7⁄8"
PS722 3" 3"
PS722 31⁄8"3
1⁄8"
PS722 31⁄4"3
1⁄4"
4.12" 5.125" 130
PS722 33⁄8"3
3⁄8"
PS722 31⁄2"3
1⁄2"
PS722 35⁄8"3
5⁄8"
PS722 33⁄4"3
3⁄4"
4.62" 5.54" 160
PS722 37⁄8"3
7⁄8"
PS722 4" 4"
PS722 41⁄8"4
1⁄8"
PS722 41⁄4"4
1⁄4"
5.00" 5.92" 160PS722 43⁄8"4
3⁄8"
PS722 41⁄2"4
1⁄2"
Porce –A– Clamp™
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ANSI/NFPA 70.
Replaces the two piece PS 723 Porcelain Cable Clamp
Includes: Everdur Hardware
Patents Pending
Strap Material: Electro-galvanized steel or stainless steel
Use With: All 15⁄8" channel
Temperature Range: -50°F to +275°F
Hole Size
A
B
PS 1610 – Maple Cable Clamp
Inside
Diameter APS 1100
Size
Wt./100
pcs
0 to 5⁄8"1
5⁄16"1" 24
1⁄2 to 1" 115⁄16"1
1⁄2"42
3⁄4 to 11⁄2"2
3⁄8"2" 54
11⁄4 to 13⁄4"3
1⁄2"3" 65
11⁄2 to 21⁄4"4" 3
1⁄2"84
2 to 21⁄2"4
1⁄2" 4" 107
21⁄4 to 3" 59⁄16" 5" 123
3 to 4" 65⁄8" 6" 163
Use With: All 15⁄8" Wide Channel
Assembly: Maple Part, Pipe Clamp Assembly
Note: Specify Cable Diameter
Hole Size
A
97
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CONCRETE INSERTS
CONCRETE INSERTS
CONCRETE INSERTS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
A selection of heavy-duty to light-duty
“continuous” and “spot” concrete inserts
is available for use in pre-cast, pre-
stressed or poured-in-place concrete
floors, walls or ceilings.
■ MATERIAL:
Power-Strut continuous slotted concrete inserts are cold formed
from structural quality strip steel.
■ STANDARD LENGTHS:
Standard lengths are 10 or 20 feet. Non-standard lengths from
3 inches to 20 feet are also available.
■ STANDARD FINISH:
Power-Strut continuous-slotted concrete inserts are available in
plain or pre-galvanized finishes. Closure strips (CS) are made of
plastic and end caps (EC) are pre-galvanized.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number. See pages 8-9 for finish abbreviations and an example.
Finish: Plain, Hot-Dipped Galvanized, or Pregalvanized Stock Length: 20', Other lengths made to order
Stock Thickness: .105 (12 ga.) Order By: No., Size, Length and Finish
98
CONCRETE INSERTS
Power-Strut® Engineering Catalog
PS 349 – Continuous Concrete Insert (15¼8" x 13¼8")
8"
PS 6151
3"
>2"
2 7⁄8"
PS 653
1"
2"
1⁄8"
PS 656
27⁄8"
11⁄2"
15⁄8"
12 Ga.
13⁄16"
PS 6151
13⁄8"
Choice of end cap is based on the distance from the end of the insert to the first
anchor as shown below.
Furnished with steel end caps and plastic closure strips installed
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Part
No. End Cap Wt./100
pcs - PLN
Load
Data*
PS 349 3" CS/EC
PS 653
72 500 lbs
PS 349 4" CS/EC 87 600 lbs.
PS 349 6" CS/EC 117 800 lbs.
PS 349 8" CS/EC 147 1,200 lbs.
PS 349 1' CS/EC 194
2,000
lbs./ft.
PS 349 1'4" CS/EC PS 656 253
PS 349 1'8" CS/EC PS 653 312
PS 349 2' CS/EC PS 656 371
PS 349 2'8" CS/EC 490
PS 349 3' CS/EC PS 653 549
PS 349 4' CS/EC PS 656 727
PS 349 5' CS/EC PS 653 905
PS 349 6' CS/EC PS 656 1,082
PS 349 7' CS/EC PS 653 1,260
PS 349 8' CS/EC PS 656 1,438
PS 349 9' CS/EC PS 653 1,615
PS 349 10' CS/EC
PS 656
1,793
PS 349 12' CS/EC 2,148
PS 349 14' CS/EC 2,504
PS 349 16' CS/EC 2,859
PS 349 18' CS/EC 3,215
PS 349 20' CS/EC 3,570
PS 349 10' W/O Insert Only 1,777 *uniform recommended
loading on inserts in 3,000
psi concrete.
PS 349 20' W/O 3,554
PS 654 – Type 'B' End CapPS 653 – Type 'B' End Cap
Weight/100 pcs: 14 lbs.
Finish: Pre-galvanized Finish: Pre-galvanized
Weight/100 pcs: 12 lbs.
3"
PS 300, PS 349
27⁄8"
PS 400, PS 449
PS 1154 – Splice Connection
Weight/100 pcs: 10 lbs.
Use With: PS 349
15⁄8"
99
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CONCRETE INSERTS
Finish: Plain, Hot-Dipped Galvanized, or Pregalvanized Stock Length: 20', Other lengths made to order
Stock Thickness: .105 (12 ga.) Order By: No., Size, Length and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 449 – Continuous Concrete Insert (15¼8" x 1")
Part
No. End Cap Wt./100
pcs - PLN
Load
Data*
PS 449 3" CS/EC
PS 654
62 500 lbs
PS 449 4" CS/EC 74 600 lbs.
PS 449 6" CS/EC 99 800 lbs.
PS 449 8" CS/EC 124 1,000 lbs.
PS 449 1' CS/EC 163
1,500
lbs./ft.
PS 449 1'4" CS/EC PS 901 213
PS 449 1'8" CS/EC PS 654 263
PS 449 2' CS/EC PS 901 313
PS 449 2'8" CS/EC 414
PS 449 3' CS/EC PS 654 464
PS 449 4' CS/EC PS 901 615
PS 449 5' CS/EC PS 654 766
PS 449 6' CS/EC PS 901 916
PS 449 7' CS/EC PS 654 1,079
PS 449 8' CS/EC PS 901 1,218
PS 449 9' CS/EC PS 654 1,368
PS 449 10' CS/EC
PS 901
1,519
PS 449 12' CS/EC 1,820
PS 449 14' CS/EC 2,122
PS 449 16' CS/EC 2,423
PS 449 18' CS/EC 2,725
PS 449 20' CS/EC 3,026
PS 449 10' W/O Insert Only 1,507 *uniform recommended
loading on inserts in 3,000
psi concrete.
PS 449 20' W/O 3,014
Choice of end cap is based on the distance from the end of the insert to the first
anchor as shown below.
Furnished with steel end caps and plastic closure strips installed
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8"
21⁄2"
11⁄2"
15⁄8"
12 Ga.
13⁄16"
PS 6151
1"
PS 6151
27⁄8"
>2"
21⁄4"
PS 654
1"
2"
1⁄8"
PS 901
PS 656, PS 901 – Type 'A' End Cap PS 6151 – Plastic Closure Strip
Part
No.
Use With
Insert Finish Wt./100
pcs
PS 656 PS 349 PGAL 8
PS 901 PS 449 6
Material: Plastic
Stock Length: 10 ft.
Use With: All 15⁄8" channel and inserts to
prevent concrete seepage
Weight/100 pcs: 47 lbs.
.040"
11⁄16"
100
CONCRETE INSERTS
Power-Strut® Engineering Catalog
PS 3700 – Concrete Deck Insert
Part
No.
Load
Rating
Wt./100
pcs
PS 680–3⁄8" 610 86
PS 680–1⁄2" 1,130 105
PS 680–5⁄8"1,810 130
Note:
Rod is electro-galvanized
and plate is plain.
4"
6"
8"
11⁄2"
9⁄16"
13⁄32" Hole
11⁄4"
Jam Nut
Recommended
PS 285 – Light Weight Concrete Insert
Part
No.
Rod
Size
Load
Rating
Wt./100
pcs
PS 285 1⁄41⁄4" 230 46
PS 285 3⁄83⁄8"400 49
PS 285 1⁄21⁄2"49
Finish: Plain or Electro-galvanized
2"
21⁄4"
3"
15⁄8"
PS 285 N – Concrete Insert Nut (for use with PS 285)
Part
No.
Rod
Size AWt./100
pcs
PS 285 N 1⁄4"5⁄16"6
PS 285 N 3⁄8"5
PS 285 N 1⁄2"7⁄16"6
PS 285 N 5⁄8"7
Finish: Plain or Electro-galvanized
13⁄16"
A
PS 680 – Concrete Deck Insert
6"
4"
2"
11⁄4"
9⁄16"
13⁄32"
HOLE
TENSION
SHEAR
SETTING SCREWS
5"
EMBED
JAM NUT
OPTIONAL 41⁄2"
RIB WIDTH
2"
6"
3"
3"
Part
No.
Tension Load
Rating/Lbs
Shear Load
Rating/Lbs
Wt./100
pcs
PS 3700–3⁄8" 850 600 89
PS 3700–1⁄2" 1,380 1,000 111
PS 3700–3⁄8"1,920 1,760 141
PS 152 – Screw Concrete Insert
Part
No.
Rod
Size
“A”
B C D E E1 F Load
Rating
Wt./100
pcs
PS 152 3⁄83⁄8"11⁄32"21⁄4"1"
1⁄2"3⁄8"1
5⁄8"
600 31
PS 152 1⁄21⁄2" 1,130 32
PS 152 5⁄85⁄8"1
7⁄32"5⁄8" 1,260 37
PS 152 3⁄43⁄4"1
5⁄8"2
1⁄2"1
1⁄4"15⁄16"7⁄16"2" 2,500 64
PS 152 7⁄87⁄8"- - - - - - 71
Material: Malleable Iron
Finish: Black
F
D
C
A
B
E1
E
101
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SOLAR COMPONENTS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
SOLAR COMPONENTS
SOLAR COMPONENTS
SLR 100
UNISTRUT P-S
Power-Strut® represents a line of steel,
aluminum, and fiberglass strut and
accessories used extensively in electrical
infrastructure support.
Power-Strut is available in a range of
corrosion inhibiting finishes making it a
prime choice in today’s marketplace. The
Power-Strut 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.
102
SOLAR COMPONENTS
Power-Strut® Engineering Catalog
Typical Solar Installation
SLR 150
UNISTRUT P-S
SLR 150
UNISTRUT P-S
SLR150 – Solar End-Clamp SLR100 – Solar Mid-Clamp
Aluminum Channel available in
Silver or Black Anodized Finishes
103
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SOLAR COMPONENTS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
WEEB - WMC – Electrical Equipment Bonding Washer
SLR100 – Solar Mid-Clamp
SLR150 – *Solar End Clamp
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SLR 150
UNISTRUT P-S
(QGFODPSGHVLJQIRUXVHZLWKVWUXWEDVHGracking system
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*Patent-pending
SLR 100
UNISTRUT P-S
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104
SOLAR COMPONENTS
Power-Strut® Engineering Catalog
■ .(<$'9$17$*(6
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$$7IRUFRUURVLRQSURWHFWLRQDQGVOHHN
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SHQHWUDWLRQDQGVXSHULRUVOLSUHVLVWDQFH
'HVLJQHGIRUPD[LPXPORDGVXSWRPLOHVSHU
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105
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
UNIPIER®
UNIPIER®
Pipe supports to support roof mounted
gas pipes, electrical conduit, solar piping
and other mechanical piping. Unique
design absorbs thermal expansion and
contraction of pipes thus preventing
damage to the roof membrane.
■ 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.
Other Metal Parts are made of hot-dipped galvanized or stainless
steel.
Duct Supports are made of hot-dipped galvanized Power-Strut
channel
106 Power-Strut® Engineering Catalog
106 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Sleeper Support
31»2"
47»8"
4'
The Unipier rooftop sleeper is the first rooftop support that is white to
reflect the sun’s UV rays. It is cost-effective, lightweight and can be
cut to the desired length while on the job site.
The model RSS4 is conveniently packaged in shrink wrap bundles of
9 - 4 ft. supports that can be easily carried to the rooftop.
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.
The Unipier sleeper support can be conveniently cut to lengths of 6"
or longer right on the job site.
7(.VFUHZVRURWKHUVHOIWDSSLQJIDVWHQHUVDUHXVHGWRDWWDFKFRQGXLW
supports, pipe clamps or other clamping fittings.
NOTE: Load not to exceed 50 lbs./6" length
Part Number: RSS4
RSS4 – Rooftop Sleeper Support
107
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107
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Sleeper Support
3RVLWLRQWKHJUDWLQJRQWKH8QLSLHUVOHHSHU
support and insert the appropriate size hold
down clip (G639, G607, or G620).
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.
Grating can also be used to construct a platform
for heavy equipment or even as a workstand.
8VHD7(.VFUHZWRDWWDFKWKHKROGGRZQFOLS
That’s all that is required!
The Sleeper Support is not restricted to just pipe clamps. It makes a perfect companion for the Roofwalk® Rooftop
Walkways.
108 Power-Strut® Engineering Catalog
108 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Strut Support
3"
Part
Number
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
Note:
7KHPD[LPXPXQLIRUPORDGRQ37LVOEV
2. Uniform load is limited by roof base allowed load of 200 lbs. (5 psi on roof).
Part
Number
Qty.
Unipier
Bases
Supporting Channel
Qty. Description
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)
Note:
7KHPD[LPXPXQLIRUPORDGRQ37LVOEV
2. Uniform load is limited by roof base allowed load of 200 lbs. (5 psi on roof).
Single Pier Installation
$OLJQFHQWHUKROHRI8QLVWUXW37RQEDVHDQGDWWDFKXVLQJ
supplied hardware. Torque screw to 19 ft./lbs.
3ODFHSLSHWXELQJRQ37DQGDWWDFKSLSHWXELQJFODPS
Trapeze Installation
$OLJQHQGKROHVRI8QLVWUXW37RQEDVHVDQGDWWDFKXVLQJ
supplied hardware. Torque screw to 19 ft./lbs.
3ODFHSLSHWXELQJRQVXSSRUWDQGDWWDFKZLWKDSSURSULDWHSLSH
tubing clamp.
Note: .LWVGRQRWLQFOXGHSLSHWXELQJRUFODPSV
UP-SPSS Style Support
UP-MPDS Style Support
$OLJQ&HQWHUKROHRI
37RQEDVH
3ODFHVTXDUHZDVKHU
LQVLGH37
,QVHUWVFUHZ
torque to 19 ft./lbs.
&KDQQHO/HQJWK
37
%DVH
M-RBS
7KH05%6UROOHULVGHVLJQHGIRUXVHZLWKWKH83%.EDVH7KHUROOHULVPDGHRI
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.
109
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
109
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Strut Support
PS 1902
PS 200 EH
Strut Nut
PS 3326
PS 200 EH
Strut Nut
PS 745
Power-Strut
Pipe Clamp
PS 200 EH
Threaded rod
PS 3326 Appropriate Size
Power-Strut
Pipe Clamp
Strut Nut
Power Angle PS 200 EH
PS 745
HVAC Duct
Support Spacing
Pipe Size
(Nom.)
Sch. 40 Pipe
Water-Filled(a) Conduit GRC(b)
Single Pier Trapeze(d) Single Pier Trapeze(d)
3⁄8" 7' 7' N/A N/A
1⁄2" 7' 7' 10' 10'
3⁄4" 7' 7' 10' 10'
1" 7' 7' 12' 12'
11⁄4" 7' 7' 14' 14'
11⁄2" 9' 9' 14' 14'
2" 10' 10' 16' 16'
Note:
D%DVHGRQ$16,06663(GLWLRQ7DEOH
E%DVHGRQ1(&7DEOH%
(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.
Support Spacing
Pipe Size
(Nom.)
Sch. 40 Pipe
Water-Filled(a) Conduit GRC(b)
Single Pier Trapeze(d) Single Pier Trapeze(d)
21⁄2" 11' 11' 16' 16'
3" 12' 12' 13('c) 20'
31⁄2" 13' 13' 11'(c) 20'
4" 12'(c) 14' 9'(c) 20'
5" 8'(c) 16' 6'(c) 20'
6" 6'(c) 17' 4'(c) 20'
8" 4'(c) 19' N/A N/A
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.
Support Spacing
Application Examples
110 Power-Strut® Engineering Catalog
110 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Strut Support
2.5-CS, 24-BS – Mounted Support,
Polycarbonate Base
2.5-CS, 16-BS thru 24-BS – Elevated Support, Polycarbonate Base
Determining Maximum Pipe Size
Part
Number
"H" (max)
in.
"W"
in.
"L"
in.
"T"
in.
Max.
Uniform
Load
Wt./
Each
(lbs.)
2.5-CS-5 5" 7 1⁄2" 10" 12" 100 lbs. 2.1
2.5-CS-7 7 1⁄2"7
1⁄2" 10" 12" 100 lbs. 2.5
2.5-CS-12 12" 9" 15 1⁄4" 12" 100 lbs. 4.0
16-BS-7 7" 9" 15
1⁄4" 16" 125 lbs. 5.0
16-BS-12 12" 9" 15 1⁄4" 16")125 lbs. 8.0
20-BS-7 7" 16" 18" 20" 440 lbs. 10.8
20-BS-12 12" 16" 18" 20" 440 lbs. 15.1
24-BS-18 12" 23" 19" 24")640 lbs. 8.0
10"
71⁄2"
21⁄2"
12" PS 500 EH
(15⁄8" x 13⁄16")
H
T
PS 500 EH (15⁄8" x 13⁄16")
PS 200 EH (15⁄8" x 15⁄8"); 24-BS-18 only
3⁄8"-16
S.S.Rod
W
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
Shipped assembled.
Part Number 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.
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:
UÊ £¸ÊLiÌÜiiÊ««}ÊθÊ>`ÊÃ>iÀ°
UÊ £1⁄2" between a pipe 3" and smaller and a pipe 4" or larger.
UÊ Ó¸ÊLiÌÜiiÊ««}Ê{¸Ê>`Ê>À}iÀ°
UÊ ÌÊi>ÃÌÊ£¸ÊLiÌÜiiÊ««iÊV>«Ê>`Êi`ÊvÊÃÌÀÕÌ
For example, a support for two 3" pipes would require:
1" + 3" + 11⁄2" + 3" + 1" = 91⁄2" wide channel support
Shipped assembled.
19"
23"
24"
41»8"
111
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111
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Gas & Mechanical Support
16-BS-7, 12-BS-7 – Elevated Support, Steel Base
1.5 Pipe Support – Mounted, Polycarbonate Base
3-R, 5-R – Mounted, with Roller, Polycarbonate Base
16"
PS 500EH HG (15⁄8" x 13⁄16")
16" 12"
1⁄2" - 13 S.S.Rod
16-BS-7
16-BS-12
71⁄2"
6"
6" Optional Part
1.5 Pipe Strap
(order separately)
2" 3"
Roller
Optional
Pipe Strap
(order separately)
H
W
L
3-R
Part Number Max. Pipe
Capacity
Max.
Uniform Load
Wt./Ea. Optional
Pipe Strap
1.5 Pipe Support 11⁄2" ID ,1.9" OD 80 lbs. 0.35 lbs. 1.5 Pipe Strap
Part
Number
"H"
in.
"W"
in.
"L"
in.
Roller
size
Max. Pipe
Capacity
Max. Uniform
Load
Wt./Ea.
Lbs.
Optional
Pipe Strap
3-R-2 2.15" 7 3⁄4"7
3⁄4" 3" 3" ID - 3 3⁄4" OD 100 lbs. 1.1 lbs. 3-R-2 Pipe Strap
3-R-4 4" 7 3⁄4"7
3⁄4" 3" 3" ID - 3 3⁄4" OD 100 lbs. 1.2 lbs. 3-R-4 Pipe Strap
5-R 2.35" 9" 15 1⁄4" 5" 5" ID - 6" OD 150 lbs. 2.4 lbs. 6-RAH Pipe Strap
Note: All bases are polycarbonate. Optional pipe strap aluminum w/SS Screws
Note: Base is polycarbonate
Optional pipe strap aluminum w/SS Screws
Shipped assembled.
Part Number Base Material
Max.
Uniform Load Wt./Each
12-BS-7 HG Hot-Dipped Galvanized 150 lbs. 7.5 lbs.
12-BS-7 SS Stainless Steel 150 lbs. 7.5 lbs.
16" 12"
12"
71⁄2"
PS 500 EH HG (15⁄8" x 13⁄16")
3⁄8" - 16 S.S.Rod
12-BS-7
Part Number Base Material
Max.
Uniform Load Wt./Each
16-BS-7 HG Hot-Dipped Galvanized 150 lbs. 7.5 lbs.
16-BS-7 SS Stainless Steel 150 lbs. 7.5 lbs.
Shipped assembled.
L
W
H
Roller Optional Part
6-RAH Alum. Pipe Strap
w/SS Screws
(order separately)
5-R
112 Power-Strut® Engineering Catalog
112 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Gas & Mechanical Support
3-RAH, 5-RAH, 6-RAH, 8-RAH – Elevated Support, with Roller, Polycarbonate Base
LH
Roller
W
3⁄8" - 16 S.S.Rod
Optional
Pipe Strap
(order separately)
Part
Number
"H " (max)
in.
"W"
in.
"L"
in.
Roller
Size in.
Max. Pipe
Capacity
Max.
Uniform Load
Wt./Ea.
Lbs.
Optional
Pipe Strap
3-RAH-7 7" 7 1⁄2" 10" 3" 3" ID - 33⁄4" OD 100 lbs. 1.9 3-RAH Pipe Strap
3-RAH-12 12" 9" 15 1⁄4" 3" 3" ID - 33⁄4" OD 100 lbs. 5.8 3-RAH Pipe Strap
5-RAH-7 7" 9" 15 1⁄4" 5" 5" ID - 6" OD 150 lbs. 4.8 6-RAH Pipe Strap
5-RAH-12 12" 9" 15 1⁄4" 5" 5" ID - 6" OD 150 lbs. 4.8 6-RAH Pipe Strap
6-RAH-7 7 1⁄2" 16" 18" 5" 6" ID - 8 1⁄2" OD 250 lbs. 8.8 6-RAH Pipe Strap
6-RAH-12 12" 16" 18" 5" 6" ID, 8 1⁄2" OD 250 lbs. 9.8 6-RAH Pipe Strap
8-RAH-18 18" 19" 23" 12" 6" ID, 8 1⁄2" OD 640 lbs. 20.0 8-RAH Pipe Strap
Note: Base for 3-RAH-7 shown. Other bases have
additional support or flanges to handle the increased loads.
All bases are polycarbonate material
Optional pipe strap aluminum w/SS Screws
Shipped assembled.
6-RAH
8-RAH
5-RAH
113
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113
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Gas & Mechanical Support
W
L
7"
3⁄8
"
- 16 S.S. Rod
Optional
3-RAH Pipe Strap
(order separately)
Part
Number
"W"
in.
"L"
in.
Roll-
er
in.
Material
Max.
Pipe
Capacity
Max.
Uniform
Load
Wt.
Each
Lbs
3-RAH-7
HG 8" 14" 3" Hot-Dipped
Galvanized
3" ID
33⁄4" OD 100 lbs. 3.3
3-RAH-7
SS 8" 14" 3")Stainless
Steel
3" ID
33⁄4" OD 100 lbs. 3.3
4-RAH-7
HG 12.07" 16.07" 5" Hot-Dipped
Galvanized
4" ID
5" OD 150 lbs. 6.8
4-RAH-7
SS 12.07" 16.07" 5" Stainless
Steel
4" ID
5" OD 150 lbs. 5.8
3-RAH-7, 4-RAH-7 – Elevated Support, with Roller, Steel Base
1RWH 2SWLRQDO5$+3LSH6WUDSDOXPLQXPZ666FUHZV
Shipped assembled.
1.5 Spacer, 3-R Spacer – Spacer for Model 1.5 and Model 3-R
W
1.5" Example: Spacer with Model 1.5
Part
Number 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
193»4"153»4"
W
W
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.
Deck Plate – Stainless Steel Deck PlateSupport Pad – Polycarbonate Deck Plate
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.
,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 sup-
port 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.
Material: Polycarbonate
114 Power-Strut® Engineering Catalog
114 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Bases
Model 6-H, Model 8-H-SB, Model 8-H-DB, Model 16-H – Polycarbonate Base
9"
6"
1.65" ID
31.69"
Model 8-H-DB Base P
151»4"
9"
6"
Model 6-H Base P
Note: Maximum 150 lbs. Load
Wt./Ea.: 2.5 lbs.
Note: Maximum 350 lbs. Load
Wt./Ea.: 4.5 lbs.
16"
21»2"
18"
Model 8-H-SB Base P
Note: Maximum 350 lbs. Load
Wt./Ea.: 5.5 lbs.
Note: Contact Unistrut for optional configuration to allow for adjustability.
Note: Maximum 350 lbs. Load
Wt./Ea.:18.5 lbs.
W
L
Opening
Model 6-H, 8-H, 16-H Base HG or S.S.
39"
16"
9"
3.12"
Model 16-H Base P
6-H Base, 8-H Base, 16-H Base – Steel Base
Part Number "W" "L" "Opening"
6-H Base HG 8" 14" 1-5/8" x 7/8"
6-H Base SS 8" 14" 1-5/8" x 7/8"
8-H Base HG 16" 12" 1-5/8" x 1-5/8"
8-H Base SS 16" 12" 1-5/8" x 1-5/8"
16-H Base HG 20" 20" 3" x 3"
16-H Base SS 20" 20" 3" x 3"
115
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115
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Bases
Custom Fabrication
The Unipier products offer a great deal of flexibility. If you do not
find an “off-the-shelf” support for your particular application, contact
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
1. Quantity of supports required (or total footage of pipe)
2. Type of pipe
3. Size of pipe and number of pipes per support
3LSHFRQWHQWV
5. Clearance height above roof
6. Thickness of any insulation around pipe
'XFWDQG&DEOH7UD\6XSSRUWV
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
7\SHRIURRI
0HFKDQLFDO6XSSRUWV
1. Width and length desired
2. Height off roof
3. Weight of unit
2.5-SB-H, 5-SB-H, 8-SB-H, 8-SB-HD – Single Base Trapeze
Model Material Max. Uniform Load
Per Pipe Stand
2.5-SB-H (shown) Polycarbonate 125 lbs.
5-SB-H Polycarbonate 250 lbs.
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 120.
PS 500 EH HG (15»8" x 13»16")
PS 200 EH HG (15»8" x 15»8") - 8-SB Only
1»2" - 13 S.S.Rod
2.5-SB-H
5-SB-H
8-SB-H
8-SB-HD
116 Power-Strut® Engineering Catalog
116 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Fabricated Support
Model 6-H Shown
PS 500 EH HG (15⁄8" x 13⁄16") - 6-H, 8-H
PS 200 EH HG (15⁄8" x 15⁄8") - 10-H, 16-H
3⁄8" - 16 S.S. Rod
Model 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 1⁄2"
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 Polycarbonate 1,600 lbs. 9"
16-H-HG Hot-Dipped Galvanized 1,600 lbs. 18"
16-H-SS Stainless Steel 1,600 lbs. 18"
6-H, 8-H, 10-H, 16-H – Double Base Trapeze
Model Max. Uniform Load
Per Pipe Stand Max. Pipe Capacity
8-H-DB 700 lbs. 9"
16-H-DB 1,600 lbs. 18"
%DVH0DWHULDO3RO\FDUERQDWH
8-H-DB, 16-H-DB – Heavy Duty Double Base Trapeze
8-H-DB (shown), or
16-H-DB
PS 500 EH HG (15⁄8" x 13⁄16") - 8-H-DB (shown)
PS 200 EH HG (15⁄8" x 15⁄8") - 16-H-DB
P2484
3⁄8" - 16 S. S. Rod
117
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117
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Fabricated Support
6-DSA, 8-DSA – Double Base Duct Support
Model Material Max. Uniform Load
Per Duct
6-DSA Polycarbonate 150 lbs.
8-DSA Polycarbonate 300 lbs.
8-DS-P Shown
P200 EH HG (15⁄8" x 15⁄8")
Model Material Max. Uniform Load
Per Duct
6-DS-P Polycarbonate 150 lbs.
6-DS-HG Hot-Dipped Galvanized 300 lbs.
6-DS-SS Stainless Steel 300 lbs.
8-DS-P Polycarbonate 300 lbs.
8-DS-HG Hot-Dipped Galvanized 300 lbs.
8-DS-SS StainlessSteel 300 lbs.
8-DS-DB-P Polycarbonate 300 lbs.
10-DS-P Polycarbonate 300 lbs.
24" to 36"
48"
36" max
Model 8-DSA Shown
6-DS, 8-DS, 8-DS-DB, 10-DS – Double Base Duct Support
118 Power-Strut® Engineering Catalog
118 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Fabricated Support
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.
Heavy Duty Mechanical Support
8-H-SB Base P
PS 3326
PS 200 (15⁄8" x 15⁄8")
PS 200 EH HG
(15⁄8" x 15⁄8")
Light Duty Mechanical Support
Bridge Cross-Over, Walkway, Service Platform or Ramp
Grating
Attached with grating hold down clip.
Sleeper Support
119
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119
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Installation
Product Description:
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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".
$VWUXWV\VWHPFRQVWUXFWHGRIKRWGLSSHGJDOYDQL]HGVWHHO
components including clevis hangers or band hangers.
)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.
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.
Compatibility:
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Adjustable Height:
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Installation Process:
1. Center the support beneath the pipes or ducts so that the pipe or
ducts are squarely over the pipe stand.
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.
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undue impact.
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Optional Straps:
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Note:
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Loads and Spacing:
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Maintenance:
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120 Power-Strut® Engineering Catalog
120 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Pipe Diameters & Loading
)RU6FKHGXOH6WHHO3LSH$670$
Pipe Size Pounds per Foot
of Pipe Empty
Pounds per Foot
Containing Gas PSI per Foot on
Model 6-RAH-7
BASE
5 Feet Spacing 7.5 Feet Spacing 10 Feet Spacing
Pounds per Foot
Containing Water
3" 7.575 7.578 .02 37.89 lbs. .13 psi 56.84 lbs. .20 psi 75.78 lbs. .26 psi
13.4 .04 67.00 lbs. .23 psi 100.50 lbs. .35 psi 134.00 lbs. .47 psi
4" 10.790 10.794 .03 53.97 lbs. .19 psi 80.96 lbs. .28 psi 107.94 lbs. .37 psi
16.3 .05 81.50 lbs. .28 psi 122.25 lbs. .42 psi 163.00 lbs. .57 psi
5" 14.620 14.627 .04 73.14 lbs. .25 psi 109.7 lbs. .38 psi 146.27 lbs. .51 psi
23.2 .07 116.00 lbs. .40 psi 174.00 lbs. .60 psi 232.00 lbs. .80 psi
6" 18.970 18.98 .05 94.49 lbs. .33 psi 142.35 lbs. .49 psi 189.80 lbs. .66 psi
31.5 .09 157.50 lbs. .55 psi 236.25 lbs. .82 psi 315.00 lbs. 1.09 psi
8" 28.55 28.567 .08 142.84 lbs. .50 psi 214.25 lbs. .74 psi 285.67 lbs. .99 psi
50.1 .14 250.00 lbs. .87 psi 375.75 lbs. 1.30 psi 501.00 lbs. 1.74 psi
10" 40.48 40.507 .12 202.54 lbs. .70 psi 303.80 lbs. 1.05 psi 405.07 lbs. 1.41 psi
74.6 .21 373.00 lbs. 1.30 psi 559.50 lbs. 1.94 psi 746.00 lbs. 2.60 psi
Typical Steel Pipe Weights – Pipe Standing Load
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Chart of Usual Pipe Diameters
Pipe PVC
(Steel Size)
PVC
(C900) Cast Iron Steel Conduit
Inside Diameter Outside Diameter Outside Diameter Outside Diameter Outside Diameter Outside Diameter
1⁄2".84" – – .84" .840"
3⁄4"1.05" – – 1.05" 1.050"
1" 1.32" – – 1.32" 1.315"
1 1⁄4"1.66" – – 1.66" 1.660"
1 1⁄2"1.90" – – 1.90" 1.90"
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.
121
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
121
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ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®UNIPIER® - Technical Data
Base Model
Outside Dimension
at Roof Contact
(in.)
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 6 X 6 24.42 80 3.27 P
1.5 SPACER 6 X 6 33.06 80 2.41 P
2.5-CS-2, 2.5-CS-5, 2.5-CS-7 7.5 X 10 57.50 100 1.73 P
2.5-CS-12 9 X 15.25 111.75 100 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
5-SB-H P 16 X 18 220.32 250 1.13 P
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
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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.
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 manufactur-
ing recommendations do not replace actual engineering required for each specific job.
Unipier Specifications for Typical Bases
122 Power-Strut® Engineering Catalog
122 Power-Strut® Engineering Catalog
ROOFTOP PIPE SUPPORT SYSTEM
pierpierpier
®
UNIPIER® - Technical Data
PROPERTY ASTM
TEST METHOD
VALUE
PHYSICAL
Specific Gravity D792 1.20
Specific Volume, in 3/lb (cm3/g) – 23.1 (0.83)
Weight/Volume, lbs/in3 (g/cm3) – 0.043 (1.20)
Water Absorption % D570 –
24 hours @ 73°F (23°C) – 0.15
Equilibrium, 73°F (23°C) – 0.35
Equilibrium, 212°F (100°C) – 0.58
Mold Shrinkage, in/in (mm/mm) D955 0.005-0.007
Light Transmittance, % at 0.125" D1003 89
Haze, % @ 0.125" D1003 1
Refractive Index – 1.586
THERMAL
Deflection Temperature °F (°C) D648 –
@ 66 psi (0.46 MPa) – –
@ 254 psi (1.82 MPa) – 270 ( )
Specific Heat, Btu/lb/°F (kJ/kg/°K) – 0.30 (1.25)
Thermal Conductivity – –
Btu-in/h-ft2- °F (W/Km) – 1.35 (.19)
Coefficient of Thermal Expansion – –
in/in/°F (m.m/°C) D696 3.75 x 10-5
(6.75 s 10-5)
Vicat Softening Temperature, °F (°C) D1525 305-315
(152-157)
Viscosity Midpoint D1238 9.5
(Melt Flow Rate) g/10 min. Condition 0 –
Brittleness Temperature, °F (°C) D746 <-200 (-129)
Flammability Ratings – –
ASTM D365° AEB>1"
UL Standard 94° 1⁄16 (1.6 mm) UL94 V-2
UL Standard 94° 1⁄8" (3.2 mm) UL94 V-2
Oxygen Index D2863 25.0
PHYSICAL
Dielectric Strength, volts/mil (kV/mm) D149 380 (15.0)
Short time, 125 mils (3.2mm) – –
Dielectric Constant D150 –
60 Hz – 3.17
106 Hz – 2.96
Dielectric Factor D150 –
60 Hz – 0.0009
106 Hz– 0.010
Volume Resistivity, ohm-cm – D257
@ 73°F, dry (23°C) – >1016
Technical Properties For Polycarbonate Resin*
PROPERTY ASTM
TEST METHOD
VALUE
Arc Resistance, sec D495 –
Stainless Steel Electrodes – 10-11
Tungsten Electrodes – 120
MECHANICAL
Tensile Strength, psi (MPa) D638 –
Yield – 9,000 (62)
Ultimate – 10,000 (69)
Elongation, % D638 –
Rupture – 130
Flexural Strength, psi (MPa) D790 14,000 (97)
Flexural Modules, 105 psi (MPa) D790 3.40 (2,300)
Compressive Strength, psi (MPa) D695 12,500 (86)
Compressive Modules, psi (MPa) D695 –
105 osu (MPa) – 3.45 (2,400)
Shear Strength, psi (MPa) D732 –
Yield – 6,000 (40)
Ultimate – 10,000 (70)
Shear Modules, 105 psi (MPa) – 1.14 (790)
Izod Impact Strength, ft-lbs/in (J/m) D1822 –
Notched, 1⁄8" thick (3.22mm) – 15 (801)
Tensile Impact Strength, ft-lbs/in2 (kJ/m2) D1822 –
S-type – 275 (579)
Dynatup Impact Strength, ft-lbs/in (J) D3763 47 (64)
Fatigue Strength, psi @ 2.5mm D671 –
cycles (MPa) – 1,000 (7.0)
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
3RO\FDUERQDWH5HVLQLVXVHGLQDOOPRGHOVLQGLFDWHGLQFDWDORJDV3RO\FDUERQDWHDQG
in all rollers.
123
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JUNIOR CHANNEL
JUNIOR CHANNEL
JUNIOR CHANNEL
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Power-Strut junior channel sections
are cold formed from prime quality
cold rolled steel. Junior channel fittings
are punched from hot rolled,
pickled and oiled steel.
■ STANDARD LENGTHS:
Standard length is 10 feet at a tolerance of ±1⁄16 inches.
Shorter lengths are available for a small cutting charge.
■ STANDARD DIMENSIONS FOR FITTINGS:
Fitting Thickness: 1⁄8"
Fitting Width: 13⁄16"
Hole Diameter: 9⁄32"
Hole Spacing: 11⁄16" on centers and 13⁄32" from end.
■ STANDARD FINISH:
PS 600J and PS 700J junior channels are available in a
galvanized or painted green finish. All junior channel fittings
are available in electro-galvanized finish.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number.
See pages 8-9 for finish abbreviations and an example.
124
JUNIOR CHANNEL
Finish: Electro-galvanized Stock Width: 13/16" Stock Thickness: 1/8" Stock Length: 10'
Order By: No., Size, and Finish Hole Spacing: 13/32" from end, 11/16" on center Hole Diameter: 9/32"
Power-Strut® Engineering Catalog
PS 600J – Channel (13¼16" x 13¼16" x 19 ga.)
Y
X
7⁄16"3⁄16"
3⁄16"
13⁄16"
13⁄16"
3⁄32"
.463"
.350"
* Bearing load may govern capacity.
For concentrated load at center of span, divide uniform load by 2 and multiply
corresponding deflection by 0.8. This load table is based on a solid channel
section.
BEAM LOADING – PS 600J
ELEMENTS OF SECTION
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
36 0.107 0.009 0.020 0.295 0.012 0.029 0.333
Span
(in)
Max
Allowable
Uniform
Load (lbs)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
18 230 0.06 230 230 180
24 170 0.11 170 150 100
30 140 0.18 130 100 70
36 110 0.24 90 70 50
42 100 0.35 70 50 30
48 80 0.42 50 40 30
54 80 0.60 40 30 20
60 70 0.72 30 20 20
COLUMN LOADING – PS 600J
Unbraced
Height (in)
Max.
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)
18 600 1,660 1,400 1,100 860
24 490 1,300 1,010 740 590
30 420 990 740 560 450
36 340 770 590 450 370
42 300 630 490 380 310
48 260 540 420 330 270
54 240 470 370 290 **
60 210 410 330 ** **
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading.
PS 4017 – Junior Channel NutsPS 3017 – Junior Channel Nuts
Size Wt./100
pcs
8-32 1
10-32 1
10-24 1
1⁄4"1
Use With: PS 600J channel
Size Wt./100
pcs
8-32 1
10-32 1
10-24 1
1⁄4"1
Use With: PS 700J channel
PS 2029 – End Cap
Use With: PS 600J
Weight/100 pcs: 2 lbs.
125
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JUNIOR CHANNEL
Finish: Electro-galvanized Stock Width: 13/16" Stock Thickness: 1/8" Stock Length: 10'
Order By: No., Size, and Finish Hole Spacing: 13/32" from end, 11/16" on center Hole Diameter: 9/32"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PS 700J – Channel (13¼16" x 13¼32" x 19 ga.)
7⁄16"3⁄16"
13⁄16"
3⁄16"
3⁄32"
.243"
.163"
13⁄32"X
Y
* Bearing load may govern capacity.
** KL⁄r>200
Column loads are for allowable axial loads and must be reduced for eccentric
loading. For concentrated load at center of span, divide uniform load by 2 and
multiply corresponding deflection by 0.8. This load table is based on a solid
channel section.
BEAM LOADING – PS 700J
ELEMENTS OF SECTION
Weight
(lbs./100 ft.)
Area of
Section
(Inch2)
X-X Axis Y-Y Axis
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
Moment
of Inertia
(Inch4)
Section
Modulus
(Inch3)
Radius of
Gyration
(Inch)
25 0.074 0.002 0.007 0.150 0.007 0.017 0.307
Span (in)
Max
Allowable
Uniform
Load
(lbs)
Defl. at
Uniform
Load (in)
Uniform Loading at Deflection
Span/180
(lbs)
Span/240
(lbs)
Span/360
(lbs)
18 80 0.12 60 50 30
24 60 0.22 40 30 20
30 50 0.36 20 20 10
36 40 0.50 20 10 10
COLUMN LOADING – PS 700J
Unbraced
Height (in)
Max.
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)
18 420 1,200 990 720 510
24 330 900 640 410 280
30 260 620 410 ** **
36 200 430 280 ** **
PS 2013 – Square Washer
Weight/100 pcs: 2 lbs.
13⁄16"
PS 2015 – Three-Hole Splice PlatePS 2014 – Two-Hole Splice Plate
Weight/100 pcs: 5 lbs. Weight/100 pcs: 8 lbs.
17⁄8"215⁄16"
PS 2033 – Flat Angle Plate PS 2034 – Tee PlatePS 2016 – Four-Hole Splice Plate
Weight/100 pcs: 11 lbs. Weight/100 pcs: 8 lbs. Weight/100 pcs: 11 lbs.
4"
17⁄8"
17⁄8"
17⁄8"
215⁄16"
126
JUNIOR CHANNEL
Power-Strut® Engineering Catalog
9⁄32" Dia. Hole
Tubing Size
PS 700J
PS 2008 – Two-Hole Corner Angle PS 2017 – Two-Hole Corner Angle PS 2018 – Three-Hole Corner Angle
PS 2025 – Three-Hole Corner Angle
PS 2024 – Four-Hole Corner Angle
PS 2019 – Four-Hole Corner AnglePS 2037 – Three-Hole Corner Angle
PS 2023 R or L – Four-Hole
Shelf Bracket
Weight/100 pcs: 5 lbs. Weight/100 pcs: 5 lbs. Weight/100 pcs: 8 lbs.
Weight/100 pcs: 8 lbs. Weight/100 pcs: 8 lbs. Weight/100 pcs: 11 lbs.
Weight/100 pcs: 11 lbs. Weight/100 pcs: 19 lbs.
Note:
Specify R (right) or L (left) when ordering
Right Hand Illustrated
15⁄16"
11⁄8"13⁄16"
11⁄4"2"
11⁄8"
25⁄16"
27⁄32"
11⁄4"
17⁄8"
23⁄16"
2"
25⁄16"
17⁄8"
27⁄32"25⁄16"
17⁄8"
27⁄32"
PS 2010 – "Z" Support
Weight/100 pcs: 7 lbs
Use With: PS 600J
11⁄16"
13⁄16"
PS 2026 – "Z" Support
Use With: PS 700J
Weight/100 pcs: 6 lbs.
13⁄32"
13⁄32"
17⁄8"
PS 2011 – "U" Support
Use With: PS 600J
Weight/100 pcs: 12 lbs.
27⁄32"
215⁄16"
13⁄16"
PS 2041 – Tubing Clamps
Size
Tubing O.D.
Wt./100
pcs
1⁄4"
2
3⁄8"
1⁄2"
5⁄8"
3⁄4"
3
7⁄8"
1"
127
www.power-strut.com
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
POWER-ANGLE
®
POWER-ANGLE
®
A complete support system that's versatile,
economical and easy to use.
sNo drilling, welding or
special tools necessary.
sFast, efficient bolt-together
construction
sEasy to change and adjust
■ 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.
■ STANDARD FINISH:
Available in two durable, long-lasting finishes;
pre-galvanized or Power–Green™.
■ ORDERING INFORMATION:
When ordering, add the length or size and finish to the part
number. See pages 8-9 for finish abbreviations and an example.
128
POWER-ANGLE®
Finish: Pregalvanized or Acrylic Green Stock Thickness: .075(14 ga.) Stock Length: 10 & 12 Feet
Order By: No., Length and Finish
Power-Strut® Engineering Catalog
PA 158 – Light Duty
(15¼8" x 15¼8" x 14 ga.)
PA 238 – Medium Duty
(15¼8" x 23¼8" x 14 ga.)
11⁄2"
3⁄4"3⁄4"15⁄8"
15⁄8"11⁄2"
3⁄4"3⁄4"23⁄8"
15⁄8"11⁄2"
3⁄4"
3⁄4"31⁄8"
15⁄8"
PA 318 – Heavy Duty
(15¼8" x 31¼8" x 12 ga.)
PA 1GP – Gusset Plate
PA 1SC – Swivel Caster PA 1RC – Rigid Caster
PA 1SNB – Serrated Nuts & Bolts
PA 1RP – Slotted Strap
Weight/100 pcs: 9 lbs.
Weight/100 pcs: 170 lbs.
Weight/100 pcs: 7 lbs.
Weight/100 pcs: 110 lbs. Weight/100 pcs: 35 lbs.
Weight/100 ft.: 66 lbs. Weight/100 ft.: 80 lbs. Weight/100 ft.: 130 lbs.
Note: Includes Serrated Nuts & Bolts
(Package of 75 nuts and 75 bolts)
129
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POWER-ANGLE®
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Transverse Stiffeners
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.
Beams that are 6' long or less require only one stiffener in the center of the span.
Seven-foot beams need two stiffeners placed 2' from each end. Eight-foot beams
require two stiffeners 2'6" from the ends. For beams with a nine-foot span, it is
necessary to have three stiffeners at 2'3" intervals. Ten-foot beams need three
stiffeners with 2'6" spacings.
For maximum effectiveness, transverse stiffeners should never be spaced more
than 3'6" apart.
Note: All loads based on actual physical testing. Documentation available on
request.
Column Load Calculations
Column sections are calculated as described in the following example: (Assumes
use of PA-238 15⁄8" x 2 5⁄8", material.)
Since all load areas are supported equally by the 4-columns, the calculations are
based on a single-column section.
Section MN is one-fourth of “X”, or
250 pounds. Column section NP
supports one-fourth of “Y” (250
pounds) plus the load supported
by MN, or a total of 500 pounds.
Section PQ supports one-fourth of
“Z” (250 pounds) plus the 500
pound load on section NP, or a total
of 750 pounds.
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 Table 5 (Page
132) indicates that all sections designated “A” will support 2,280 lbs. and meet the
necessary requirements.
Note: To simplify assembly, we recommend using the same size material
as for the horizontal members. This would be found in Table 2 (page 131)
to match the 14 gauge 15⁄8" x 25⁄8" material selected for the beams of this
structure.
3'-6''
Max.
Beam Load Calculations
The beam loading depends on which slotted angle is used and the manner in which
the beam is constructed. The diagrams on the next page 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 following pages.
Example - Load “A”
Load “A” is supported by two 48" sections of PA-238 (15⁄8" x 23⁄8"). The 48" row
of Table 2 (page 131) 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
1,110 lbs.
Example - Load “B”
Load “B” is supported by two 36" sections of PA-238 (15⁄8" x 23⁄8"). The 36" row of
Table 2 (Page 131) indicates what each beam configuration will support. Since the
columns are sorted from lowest to highest load,
the first configuration that satisfies the require-
ment is "I" which will support 1,100 lbs.
Example - Load “C”
Load “C” is supported by all four beam
sections. The load is distributed uniformly on
two 3' and two 4' beams which total 14' of
supporting beam length. Dividing the 1,000 lb.
load by 14-feet equals 72 lbs. per foot. Using the two longest (weakest) lengths,
calculate the total weight as follows:
2 (beams) x 4' (length) x 72 lbs./
ft. = 576 lbs. total weight
The 36" row of Table 2 (Page 131) indicates
what each beam configuration will support.
Since the columns are sorted from lowest to
highest load, the first configuration that satis-
fies the requirement is "H" which will support
680 lbs. 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.
4'
1,000 LBS.
A
3'
4' 3'
1,000 LBS.
B
4'
1,000 LBS.
C
3'
X
1,000 LBS.
Y
1,000 LBS.
Z
1,000 LBS.
M
N
P
Q
3'
3'
3'
130
POWER-ANGLE®
Finish: Pregalvanized or Acrylic Green Stock Thickness: .075(14 ga.) Stock Length: 10 & 12 Feet
Order By: No., Length and Finish
Power-Strut® Engineering Catalog
Beam Configurations (See corresponding letters in table on following page for load data)
G – Two Single Pieces (Up)
Beam Configurations With Stiffeners
(See corresponding letters in table on following page for load data)
R – I-Sections w/StiffenerP – Single Pieces w/Stiffener Q – T-Sections w/Stiffener R – Z-Sections w/Stiffener
H – Two Single Pieces (Level) I – Two Single Pieces (Down)
J – Two Z-Sections K – Two Narrow Channels L – Two Broad Channels
M – Two T-Sections N – Two I-Section O – Two J-Sections
131
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POWER-ANGLE®
Finish: Pregalvanized or Acrylic Green Stock Thickness: .075(14 ga.) Stock Length: 10 & 12 Feet
Order By: No., Length and Finish
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
* Based on simple beam condition with uniform loads on parallel beams.
To determine concentrated load capacity at mid-span, multiply uniform load by 0.5.
Beam Loads PA 158 – Light Duty (15¼8" x 15¼8" x 14 ga.)
Beam Loads PA 238 – Medium Duty (15¼8" x 23¼8" x 14 ga.)
Beam Loads PA 318 – Heavy Duty (15¼8" x 31¼8" x 12 ga.)
Beam Span (Inches)
Beam Configuration (See Previous Page) - Beam Load in Pounds*
GH I P J LRMKQO N
24 700 1,020 1,660 1,740 2,220 3,170 3,230 3,490 3,590 3,630 6,060 7,560
36 460 680 1,100 1,160 1,480 2,110 2,150 2,320 2,390 2,420 4,040 5,040
48 350 510 830 870 1,110 1,580 1,620 1,740 1,800 1,810 3,030 3,780
60 280 410 660 700 890 1,270 1,290 1,390 1,440 1,450 2,420 3,020
72 230 340 550 580 740 1,060 1,080 1,160 1,200 1,210 2,020 2,520
84 U290 470 500 630 910 920 1,000 1,030 1,040 1,730 2,160
96 U260 410 440 550 790 810 870 900 910 1,520 1,890
108 UUUU490 700 720 770 800 810 1,350 1,680
120 UUUU
440 630 650 700 720 730 1,210 1,510
Beam Span (Inches)
Beam Configuration (See Previous Page) - Beam Load in Pounds*
GH I P J LRMKQON
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
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
48 900 810 2,150 2,480 3,260 3,950 4,030 4,960 4,990 5,080 7,300 8,060
60 720 640 1,720 1,980 2,610 3,160 3,230 3,970 4,000 4,070 5,840 6,450
72 600 540 1,430 1,650 2,170 2,640 2,690 3,310 3,330 3,390 4,870 5,370
84 U460 1,230 1,420 1,860 2,260 2,300 2,830 2,850 2,910 4,170 4,610
96 U400 1,080 1,240 1,630 1,980 2,020 2,480 2,500 2,540 3,650 4,030
108 UUU1,100 1,450 1,760 1,790 2,200 2,220 2,260 3,240 3,580
120 UUU990 1,300 1,580 1,610 1,980 2,000 2,030 2,920 3,220
Beam Span (Inches)
Beam Configuration (See Previous Page)
Beam Load in Pounds*
GH I PLRM
24 550 830 830 920 1,600 1,700 1,840
36 370 560 560 610 1,070 1,130 1,230
48 280 420 420 460 800 850 920
60 220 330 330 370 640 680 740
72 180 280 280 310 530 570 610
84 U240 240 260 460 490 530
96 U210 210 230 400 430 460
108 UUUU360 380 410
120 UUUU320 340 370
Table 1
Table 2
Table 3
132
POWER-ANGLE®
Finish: Pregalvanized or Acrylic Green Stock Thickness: .075(14 ga.) Stock Length: 10 & 12 Feet
Order By: No., Length and Finish
Power-Strut® Engineering Catalog
Column Sections
(See corresponding letters in table on right for load data)
A – Single Piece
D – Dual
Channel Section
B – T-Section B – Broad
Channel Section
B – Narrow
Channel Section
C – Uneven
T-Section
C – Uneven
Channel Section
D – T-Channel
Section
D – T-Channel
Section
E – I-Section F – Uneven I-Section
PA 158 – Light Duty (15¼8" x 15¼8" x 14 ga.)
PA 238 – Medium Duty (15¼8" x 23¼8" x 14 ga.)
PA 318 – Heavy Duty (15¼8" x 31¼8" x 12 ga.)
Column Load
Column Load in Pounds*
Column Height (Inches)
Column Sections (See Left Side of Page)
ABCDEF
36" 2,280 4,760 4,940 7,270 9,520 9,865
48" 1,970 4,490 4,680 6,920 8,970 9,330
60" 1,520 3,995 4,310 6,370 7,990 8,620
72" 1,070 3,140 3,870 5,840 6,280 7,715
84" 660 2,340 3,665 4,930 4,660 6,740
96" U1,750 2,700 3,850 3,500 5,365
108" UU2,060 2,870 U4,115
120" UU1,610 2,690 U3,210
* Column Loads are concentric without intermediate lateral support.
Column Load in Pounds*
Column Height (Inches)
Column Sections (See Left Side of Page)
ABCDEF
36" 3,470 7,970 8,770 12,560 15,940 17,550
48" 2,870 7,360 8,580 11,970 14,750 17,150
60" 1,970 6,570 8,180 11,360 13,160 16,360
72" 1,280 5,270 7,690 10,480 10,560 15,360
84" U3,670 6,970 9,470 7,370 13,970
96" U2,580 6,260 8,370 5,170 12,570
108" UU5,460 6,880 U10,970
120" UU4,460 5,370 U8,960
Column Height (Inches)
Column Load in Pounds*
Column Sections
(See Left Side of Page)
AB
36" 1,450 3,850
48" 1,150 3,500
60" 950 3,000
72" 750 2,500
Table 4
Table 5
Table 6
133
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FIBERGLASS
FIBERGLASS
FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
The installation of fiberglass
channel and accessories is similar
to the installation of metallic
channel and accessories. All
standard installation practices
and procedures apply. In general,
special handling is not required.
Fabrication of Aickinstrut
components requires just three
simple operations; cutting, drilling
and sealing.
134
FIBERGLASS
Power-Strut® Engineering Catalog
AICKINSTRUT FABRICATION
The installation of fiberglass channel and accessories is similar to the installation of
metallic channel and accessories. All standard installation practices and procedures
apply. In general, special handling is not required. Fabrication of Aickinstrut
components requires just three simple operations; cutting, drilling and sealing as
described below.
Cutting – Cutting can be accomplished with a wide variety of
saws. Hand held saws, such as hack saws (24 to 32 teeth per inch) are
suitable when a few number of cuts are required. For frequent cutting,
a circular power saw with a carbide-tipped masonry blade yields the
best results and the greatest number of cuts. 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.
Sealing – To protect against future migration of corrosive
elements into the cut sections, all cuts and holes should be properly
sealed using Aickincoat or Aickinzap.
LABOR SAVINGS
Aickinstrut fiberglass structural members can be cut and drilled at a much faster
rate than steel. Typically, fiberglass can be fabricated in less than half the time.
As a result, substantial labor savings will be realized. Also, Aickinstrut products
average 1⁄3 the weight of their steel counterparts, making them much easier to
handle on the job site.
RELATIVE MATERIAL COSTS
Aickinstrut materials are advantageously priced relative to specialty metals
traditionally used in corrosive environments. Aickinstrut, even though slightly
more expensive than pre-galvanized channel, can be used with the knowledge that
it will not have to be maintained regularly or replaced after a brief time. Should
pre-galvanized channel have to be replaced once, its cost far outweighs the
expense of doing the initial installation with Aickinstrut.
MATERIAL
The finished Aickinstrut application will utilize a combination of materials from the
following resin families:
Material Code Material
E PVC (extruded)
P Polyester (pultruded)
V Vinyl ester (pultruded)
PU Polyurethane (injection molded)
PP Polypropylene (injection molded)
N Nylon (injection molded)
The ability of each material to handle high and low temperatures, chemical
exposures and static loads is covered in each of the following sections. By using
these criteria, you will be able to select the optimal Aickinstrut Channel, Fittings
and Accessories for your particular applications.
OPERATING ENVIRONMENT
In order to design an Aickinstrut system for your application, consideration should
be given to the maximum operating conditions. These “worst case” conditions will
determine which type of Aickinstrut materials are best suited for your application.
The three “worst case” operating conditions to consider are:
UÊ Temperature
UÊ Chemical Environment
UÊ Loading
Temperature Ranges – Aickinstrut is supplied in six different
materials covering distinct temperature ranges. Materials should be chosen
which meet or exceed the minimum and maximum temperatures for your
applications.
Material Low High
Code Temperature Temperature
E -25°F 130°F
P -35°F 200°F
V -35°F 200°F
PU -40°F 140°F
PP -30°F 150°F
N -20°F 150°F
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.
Chemical Resistance – Each resin family has its own
specifications regarding its performance against corrosion resistance.
Use the following chart to determine which Aickinstrut material system
will provide the best performance for your particular application. The
results in the chart 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 on pages 140-141.
Additional loading and design limitations for fittings and accessories
are described in the appropriate section for that part.
Aickinstrut Specifications
Technical Information
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FIBERGLASS
135
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
4.4 Channel section lengths shall be supplied in 10' or
20' lengths (±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 accommo-
date a minimum 3⁄4" variance in piping or conduit
O.D. sizes.
5.0 STANDARDS
5.1 Glass reinforced and PVC 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 speci-
fication shall comply with the requirements of
ASTM D 3917 and ASTM D 4385 which govern
the dimensional tolerance and visual defects of
pultruded shapes.
6.0 GENERAL
6.1 Aickinstrut Nonmetallic Channel Framing shall be
furnished as a system which includes all the neces-
sary 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 Aickinstrut Channel Fram-
ing System shall be nonmetallic except where type
316 stainless steel hardware is used as part of the
assembly.
6.4 Aickinstrut is manufactured by Aickinstrut, a sub-
sidiary of T. J. Cope, Philadelphia, Pennsylvania,
1-800-426-4293.
6.5 The manufacturer shall not have had less than 10
years experience in manufacturing strut systems.
6.6 All products are manufactured in the United States
of America.
1.0 SCOPE
1.1 This specification covers the requirements for the
Aickinstrut Nonmetallic Channel Framing System.
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.
2.2 PVC channel shall be of extruded polyvinyl chlo-
ride having the physical property values listed in
this catalog.
2.3 Some accessories shall be of injection molded,
40% long glass fiber reinforced polyurethane,
polypropylene 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 deg-
radation. An ultraviolet stabilizer shall be incor-
porated in the resin formulation to further inhibit
ultraviolet degradation.
3.2 PVC channel shall be manufactured from a U.V.
stabilized resin and incorporate dark gray pig-
ment to improve weatherability and inhibit ultra-
violet degradation.
4.0 STRUCTURAL DESIGN
4.1 Channel shall incorporate Aickinstrut's patented
flange profile design which allows full and positive
interlocking contact of channel accessories and
prohibits premature flange failure from torqued
accessories.
4.2 Channel profile dimensions shall be:
15⁄8" x 15⁄8" x 1⁄8",
1
1⁄2" x 11⁄2" x 1⁄8", or
1
1⁄2" x 11⁄8" x 1⁄8".
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.
Aickinstrut Specifications
Technical Information
136
FIBERGLASS
Power-Strut® Engineering Catalog
Chemical Compatibility Table
Legend: “NR” indicates “Not Recommended” for use;
“R” indicates “Recommended”;
“–” indicates no information available
Technical Information
Chemical
Series E
(Rigid PVC)
70°-160°F
Series P
(Poly/Glass)
70°-160°F
Series V
(Vinyl/Glass)
70°-160°F
Series K
(PVDF)
70°-160°F
Series PU
(Polyurethane)
70°-160°F
Series N
(Nylon)
70°-160°F
Acetic Acid, Up to 10% R R R RRRRRR–NRNR
Acetic Acid, Up to 50% R R R RRRRRR–NRNR
Acetone, Up to 10% NR NR NR NR NR NR NR NR R – R R
Aluminum Hydroxide R R R RRRRRR–NRNR
Ammonium Hydroxide
(Aqueous Ammonia), Up to 5%
RRNRNRRRRRR–––
Ammonium Hydroxide, Up to 10% R R NR NR R 150° R R R – – –
Ammonium Hydroxide, Up to 20% R R NR NR R 150° R R R – – –
Ammonium Nitrate R NR R RRRRRR–––
Ammonium Phosphate R R R NR RRRRR–––
Ammenium Sulfide, saturated R R NR NR R 120° R R R – – –
Aqua Regia, fumes NR NR NR NR R 150° R R NR – – –
Benzene NR NR NR NR NR NR NR RRRRR
Benzoic Acid R R R RRRRRR– ––
Bromine, wet gas R NR NR NR R 100° R R – – – –
Butylene Glycol, Up to 100% R R R RRRRRR–RR
Butyric Acid, Up to 50% NR NR R RRRRRR–––
Calcium Hydroxide R R R NR RRRRR–––
Calcium Hypochlorite R R R NR RRRRR–NRNR
Chlorine, Dry Gas NR NR NR NR RRRR–– ––
Chlorine, Wet Gas NR NR NR NR RRRR––––
Chlorine, Liquid NR NR NR NR NR NR R R – – – –
Chlorine, Water NR NR R RRRRRR–NRNR
Chromic Acid, Up to 5% R R NR NR RRRR––RR
Copper Chloride R R R RRRRRR– ––
Copper Cyanide R R R NR RRRRR– ––
Copper Fluoride R R R NR RRRRR–––
Copper Nitrate R R R RRRRRR– ––
Copper Sulfate R R R RRRRRR–––
Dechlorinated Brine Storage R R – – RRRRR– ––
Esters, Fatty Acid NR NR R RRRRRR–––
Ferric Chloride R R R RRRRRR–––
Ferrous Chloride R R R RRRRRR– ––
Fluoboric Acid R R R 120° RRRR–– ––
Fluosilicic Acid, Up to 10% NR NR NR NR RRRR––NRNR
Fluosilicic Acid, Up to 32% NR NR NR NR R 100° R R – – – –
Formic Acid, Up to 10% R R NR NR RRRRR–NRNR
Formic Acid, Up to 50% R R NR NR R 100° R R R – – –
Gasoline, Aviation R NR R NR RRRRR– ––
Green Liquor, Pulp Mill R R – – RRRR––––
Hydrochloric Acid Up to 15% R R R NR RRRRR– ––
Hydrochloric Acid Up to 37% R R R NR RRRRR– ––
Hydrofluoric Acid, Up to 10% R R NR NR R 150° R R – – – –
Hydrofluoric Acid, Up to 20% R NR NR NR R 100° R R – – – –
Hydrogen Chloride, Wet Gas NR NR R NR RRRRNR– ––
Hydrogen Sulfide, Wet Gas R R R NR RRRRR–––
137
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Chemical Compatibility Table
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 T.J. Cope, Inc. as to effects of such use or results to be obtained nor does T.J. Cope, Inc. 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.
Legend: “NR” indicates “Not Recommended” for use; “R” indicates “Recommended”; “–” indicates no information available
Technical Information
Chemical
Series E
(Rigid PVC)
70°-160°F
Series P
(Poly/Glass)
70°-160°F
Series V
(Vinyl/Glass)
70°-160°F
Series K
(PVDF)
70°-160°F
Series PU
(Polyurethane)
70°-160°F
Series N
(Nylon)
70°-160°F
Lactic Acid R R R NR R R R R R – – –
Lead Nitrate R R – – R R R R R – – –
Magnesium Hydroxide R R NR NR R R R R R – R R
Nickel Sulfate, Low pH R R NR NR R R R R R – – –
Nickel Sulfate, High pH R R NR NR R R R R R – – –
Nitric Acid, Up to 5% R R NR NR R 150° R R R – – –
Nitric Acid, Up to 35% R R NR NR R 150° R R R – – –
Nitric Acid, Vapor R R NR NR R R R R – – – –
Perchloric Acid, Up to 10% NR NR NR NR R 150° R R – – NR NR
Pickling Liquids, 3-5% H2S04 R R R R R R R R R – – –
Phosphoric Acid R R NR NR R R R R R – NR NR
Phosphoric Acid, Super or Poly (115%, P20%) R R NR NR R R R R – – – –
Phosphoric Acid Vapor or Condensate R R NR NR R R R R – – – –
Potassium Chloride R R R R R R R R R – – –
Potassium Nitrate R R R R R R R R R – – –
Potassium Persulfate R R NR NR R R R R R – – –
Silver Cyanide, Up to 5% R R NR NR R R R R R – – –
Sodium Hydroxide, Up to 25% R R NR NR R 150° R R R – – –
Sodium Hydroxide, up to 50% R R NR NR R 180° R R – – R R
Sodium Hypochlorite, Up to 15% R R NR NR R 150° R R R – NR NR
Sodium Nitrate R R R R R R R R R – – –
Sodium Sulfate R R R NR R R R R R – – –
Sodium Sulfide R R NR NR R R R R R – – –
Sulfuric Acid, Up to 25% R R R R R R R R R – NR NR
Sulfuric Acid, Up to 50% R R NR NR R R R R R – – –
Sulfuric Acid, Up to 70% R R NR NR R R R R R – NR NR
Sulfuric Acid, Up to 75% NR NR NR NR R 120° R R – – NR NR
Sulfuric Acid, Up to 80% NR NR NR NR NR NR NR NR – – NR NR
Sulfuric Acid, Vapor R R R NR R R R R – – – –
Trichlorethylene, Fumes NR NR NR NR R 120° R R NR – – –
Trisodium Phosphate R R R NR R R R R R – – –
Urea R R R NR R 150° R R R – R R
Vegetable Oils R R R R R R R R R – R R
Vinegar R R R R R R R R R R R R
White Liquor, Pulp Mill R R – – R R R R – – – –
138
FIBERGLASS
Power-Strut® Engineering Catalog
CHANNEL AVAILABILITY CHART
The following chart illustrates the availability of materials in the different channel
profiles.
Channel Profile Polyester
(P) Vinyl Ester (V) PVC (E)
Series 2000, 2200, 2300 X X X
Series 1500, 1700, 1800 X X N/A
Series 1000, 1200, 1300 X X X
Series 2100 X X N/A
Series 1600 X X N/A
Series 1100 X X N/A
CONCRETE EMBEDMENT CHANNEL
PART NO. – 20E-2300
In certain applications, it is
necessary to embed a corrosion
resistant channel into a new pouring
of concrete. For these applications,
Aickinstrut concrete embedment
channel is recommended. Aickinstrut
embedment channel is available in
three material types; PVC, polyester and vinyl
ester. The PVC embedment channel is extruded as
one piece while the polyester and vinyl ester embed-
ment channel is a two piece bonded type design. The PVC embedment channel is
available in the 15⁄8" and 11⁄8" profiles while polyester and vinyl ester embedment
channels are available in all three profiles (15⁄8", 11⁄2" & 11⁄8").
The embedment channel utilizes two continuous protruding flanges in the profile
base to retain the channel in the concrete. Mounting the embedment channel flush
with the concrete surface is a convenient way to secure piping, conduits or electri-
cal enclosures to a wall or ceiling. The PVC embedment channel is extremely high
in strength. When embedded in 3,000 PSI concrete, the concrete will fail before
the channel is pulled out.
AICKINSTRUT SST CHANNEL
Aickinstrut SST Fiberglass Channel incorporates a standard channel profile that will
accommodate metallic pipe straps and clamps. SST channel is available in polyester
or vinyl ester resin. All standard styles (solid, slotted, concrete insert and back-to-
back) are also available. Please contact the factory for loading information for the
SST Channel.
Note: Aickinstrut SST Channel is not compatible with the
Aickinstrut pipe clamps, channel nuts, and grooved fittings
shown in this catalog. Please contact Aickinstrut for informa-
tion on a complete line of compatible clamps and channel nuts.
CHANNEL FRAMING
All Aickinstrut channels, except the SST
series, incorporate a patented flange
design which provides reliable fastening
and interlocking of Aickinstrut components
and accessories.
Channels are provided in standard lengths
of 10' with longer lengths available upon
request. Aickinstrut single channels come packaged in boxes of 100' (10 pieces)
while the double channels are packaged in boxes containing 40' (4 pieces).
Aickinstrut channel is available in three materials:
UÊ Polyester (P material),
UÊ Vinyl Ester (V material) and
UÊ PVC (E material)
POLYESTER AND VINYL ESTER MATERIALS
The polyester and vinyl ester channels are manufactured from the pultrusion
process. In this process, the component is 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.
In the die, the resin is cured to form a permanent, reinforced part which can be cut
to a specific length. Since the hardened fiberglass pultrusion is reinforced with and
internal arrangement of permanently bonded continuous glass fibers, it possesses
great strength.
In addition, pultruded fiberglass components exhibit exceptional corrosion and fire
resistance. These attributes make fiberglass the material of choice for many harsh
industrial applications.
The polyester and vinyl ester channels are color coded. Polyester channels are
colored gray and the vinyl ester channels are colored beige.
PVC MATERIALS
The PVC channels are manufactured from the extrusion process. In this process,
the component is made by a PVC resin mixture being continuously fed through a
heated die that determines the shape of the component.
In the die, the resin is cured to form a permanent, extruded part that can be
cut to a specific length. Unlike pultruded components, extruded components do
not incorporate glass-reinforcement; consequently, they do not exhibit the same
beam strength as their pultruded counterparts. PVC components, however; exhibit
exceptional corrosion and fire resistance. These features make PVC channels an
excellent alternative when excessive beam strength is not required. PVC channels
are color coded dark gray.
Channel
Aickinstrut
Patented
Flange
139
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
15⁄8"
15⁄8"15⁄8"15⁄8"
1" 15⁄8"
1⁄4"
15⁄8"
23⁄8"15⁄8"
31⁄4"
11⁄2"
11⁄2"
11⁄2"11⁄2"
1"
11⁄2"
1⁄4"23⁄8"
11⁄2"
11⁄8"11⁄2"
1"
11⁄2"11⁄8"
11⁄8"
1⁄4"
11⁄2"
23⁄8"
15⁄8"15⁄8"
1" 15⁄8"
1⁄4"
15⁄8"
23⁄8"
15⁄8"
15⁄8"
15⁄8"
31⁄4"
3"
11⁄2"
21⁄4"
11⁄2"
Standard
20P-2000, 20V-2000, 20E-2000
Slotted (1" x
3¼8
" Holes)
20P-2200, 20V-2200, 20E-2200
With Concrete Inserts
20P-2300, 20V-2300, 20E-2300
Back-to-Back
20P-2100, 20V-2100
Standard
20P-1500, 20V-1500
Slotted (1" x
3¼8
" Holes)
20P-1700, 20V-1700
With Concrete Inserts
20P-1800, 20V-1800
Back-to-Back
20P-1600, 20V-1600
Standard
20P-1000, 20V-1000, 20E-1000
Slotted (1" x
3¼8
" Holes)
20P-1200, 20V-1200, 20E-1200
With Concrete Inserts
20P-1300, 20V-1300, 20E-1300
Back-to-Back
20P-1100, 20V-1100
Standard
20P-2000-SST, 20V-2000-SST
Slotted
(1" x
3⁄8
" Holes)
20P-2200-SST, 20V-2200-SST
With Concrete Inserts
20P-2300-SST, 20V-2300-SST
Back-to-Back
20P-2100-SST, 20V-2100-SST
HEAVY DUTY CHANNEL – AICKINSTRUT PROFILE
MEDIUM DUTY CHANNEL – AICKINSTRUT PROFILE
LIGHT DUTY CHANNEL – AICKINSTRUT PROFILE
HEAVY DUTY CHANNEL – STANDARD PROFILE
Channel
140
FIBERGLASS
Power-Strut® Engineering Catalog
Section Properties
Beam Loading – PVC
Flange Loading
The data listed in the Beam Loading Chart reflects testing conducted on Polyester (Type P) and vinyl ester (Type V) channels. PVC (Type E) material will differ from the
Polyester/Vinyl ester Beam Loading Chart. To obtain the beam loading for PVC channel, reduce the load as follows:
(Polyester/Vinyl Ester Beam Load)
PVC Beam Load = ––––––––––––––––––––––––––––
4
Note: PVC is not recommended for lengths over 24"
FLANGE
LOAD
Pull-out strength is the channel's resistance to a clamp
or fastener inserted under the flange and put under
tension. For additional information concerning specific
channels, materials and their pull-out strengths, refer to
the channel flange pull-out chart on the right.
Heavy Duty Channel Pull-Out Strength*
20V-2000 449
20P-2000 360
20E-2000 260
Medium Duty Channel Pull-Out Strength*
20V-1500 229
20P-1500 219
Light Duty Channel Pull-Out Strength*
20E-1000 239
20P-1000 213
20V-1000 213
*Values shown represent a 3:1 safety factor
Section
Number
Height Width Weight Area X - X Axis Y - Y Axis
IRC
1C2IRC
(in.) (in.) (lbs./ft.) (in.2) (in.4) (in.) (in.) (in.) (in.4) (in.) (in.)
2000 15⁄815⁄80.82 1.06 0.31 0.54 0.70 0.93 0.42 0.63 0.82
2100 31⁄215⁄81.64 2.12 1.77 0.91 1.63 1.63 0.85 0.63 0.82
1500 11⁄211⁄20.55 0.71 0.19 0.52 0.62 0.88 0.25 0.59 0.75
1600 3 11⁄21.10 1.42 1.02 0.85 1.50 1.50 0.49 0.59 0.75
1000 11⁄811⁄20.47 0.61 0.10 0.40 0.51 0.62 0.22 0.60 0.75
1100 21⁄211⁄20.94 1.22 0.42 0.59 1.13 1.13 0.44 0.60 0.75
X
X
Y
Y
XX
Y
Y
Channel Loading
141
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Polyester/Vinyl Ester Beam Loading Chart
Channel Loading
Span Part
No.
Max. Uniform Beam Load
(Safety Factor - 3:1)
Load (lbs.)
Uniform Load at
Defl. of 1/360 Span
Deflection (in.)
Maximum
Column
Load (lbs.)
Deflection
(in.)
Load
(lbs.)
12"
Span
20P/V-2100 5,559 0.028 5,559
0.033
9,454
20P/V-1600 4,836 0.043 3,778 7,007
20P/V-1100 3,804 0.082 1,556 5,961
20P/V-2000 3,561 0.102 1,159 5,160
20P/V-1500 1,950 0.093 700 3,439
20P/V-1000 1,629 0.151 359 2,759
18"
Span
20P/V-2100 3,706 0.064 2,914
0.050
8,866
20P/V-1600 3,224 0.096 1,697 6,501
20P/V-1100 2,536 0.183 691 5,509
20P/V-2000 2,374 0.230 515 4,704
20P/V-1500 1,300 0.209 311 3,136
20P/V-1000 1,086 0.340 160 2,351
24"
Span
20P/V-2100 2,780 0.113 1,639
0.067
8,181
20P/V-1600 2,418 0.171 944 5,909
20P/V-1100 1,902 0.326 389 4,979
20P/V-2000 1,781 0.410 290 4,168
20P/V-1500 975 0.371 175 2,778
20P/V-1000 815 0.605 90 1,862
30"
Span
20P/V-2100 2,224 0.177 1,049
0.083
7,405
20P/V-1600 1,934 0.267 604 5,236
20P/V-1100 1,522 0.509 249 4,375
20P/V-2000 1,424 0.640 185 3,553
20P/V-1500 780 0.580 112 2,369
20P/V-1000 652 0.945 57 1,298
36"
Span
20P/V-2100 1,853 0.254 730
0.100
6,451
20P/V-1600 1,612 0.384 420 4,482
20P/V-1100 1,268 0.734 173 3,698
20P/V-2000 1,187 0.922 129 2,859
20P/V-1500 650 0.836 78 1,906
20P/V-1000 543 1.360 40 901
48"
Span
20P/V-2100 1,390 0.452 410
0.133
4,534
20P/V-1600 1,209 0.683 236 2,809
20P/V-1100 951 1.304 97 2,254
20P/V-2000 890 1.638 72 1,636
20P/V-1500 488 1.486 44 1,091
20P/V-1000 407 2.418 22 507
60"
Span
20P/V-2100 1,112 0.707 262
0.167
2,902
20P/V-1600 967 1.067 151 1,798
20P/V-1100 761 2.038 62 1,442
20P/V-2000 712 2.560 46 1,047
20P/V-1500 390 2.321 28 698
20P/V-1000 326 3.779 14 324
72"
Span
20P/V-2100 927 1.018 182
0.200
2,015
20P/V-1600 806 1.536 105 1,248
20P/V-1100 634 2.935 43 1,001
20P/V-2000 594 3.686 32 727
20P/V-1500 325 3.343 19 485
20P/V-1000 272 5.441 10 225
142
FIBERGLASS
Power-Strut® Engineering Catalog
20P-2510, 20V-2510 (Flat)
20P-2810R, 20V-2810R (Grvd)
20P-2810L, 20V-2810L (Grvd)
20P-2512, 20V-2512 (Flat)
20P-2812, 20V-2812 (Grooved)
20P-2514, 20V-2514 (Flat)
20P-2814, 20V-2814 (Grooved)
47⁄8"
31⁄4"
47⁄8"
31⁄4"
31⁄4"
31⁄4"
Aickinstrut Channel Fittings are required to fabricate
an Aickinstrut structure and are easily attached to
Aickinstrut Channels with channel nuts and polyure-
thane fasteners. The fittings are offered in two types;
fabricated (cut from flat stock) or molded. Fabricated
fittings are made from either polyester or vinyl ester
material. All molded fittings with the exception of
the post bases are molded in polyurethane. Post
bases are also offered in polypropylene.
The 2500 Series Fittings are manufactured from 1⁄2"
flat material. The 2800 Series Fittings are manu-
factured from 3⁄8" flat material and feature grooves
which stabilize the fittings when mounted to the open
side of the channel. All channel fittings are provided
with 13⁄32" holes which accommodate 3⁄8" hardware,
however several of the new molded fittings come with
9⁄16" holes 50PU-2616, 50PU-2611, and 50PU-2613.
Larger diameter holes can be provided upon special
request.
Note: Illustrations depict grooved
channel fittings.
20P-2500, 20V-2500 (Flat)
20P-2800, 20V-2800 (Grooved)
20P-2506, 20V-2506 (Flat)
20P-2806, 20V-2806 (Grooved)
20P-2502, 20V-2502 (Flat)
20P-2802, 20V-2802 (Grooved)
20P-2504, 20V-2504 (Flat)
20P-2804, 20V-2804 (Grooved)
50PU-2616 20P-2508, 20V-2508 (Flat)
20P-2808, 20V-2808 (Grooved)
31⁄4"
47⁄8"
61⁄2"
81⁄8"
25⁄32"
71⁄4"
17⁄8"
31⁄4"
31⁄4"
Note: 9⁄16" diameter holes
Channel Fittings
Legend
R = Right Hand
L = Left Hand
P Series Fittings are Grey
V Series Fittings are Beige
2500 Series - Flat
2800 Series - Grooved
143
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
20P-2516, 20V-2516 (Flat)
20P-2816R, 20V-2816R (Grvd)
20P-2816L, 20V-2816L (Grvd)
20P-2518, 20V-2518 (Flat)
20P-2818, 20V-2818 (Grooved)
20P-2520, 20V-2520 (Flat)
20P-2820, 20V-2820 (Grooved)
20P-2522, 20V-2522 (Flat)
20P-2822, 20V-2822 (Grooved)
20P-2524, 20V-2524 (Flat)
20P-2824, 20V-2824 (Grooved)
20P-2526, 20V-2526 (Flat)
20P-2826, 20V-2826 (Grooved)
31⁄4"
47⁄8"
47⁄8"47⁄8
"
47⁄8"
47⁄8"
31⁄4"
31⁄4"
31⁄4"
47⁄8"47⁄8"
47⁄8"
Channel Fittings
20P-2528, 20V-2528 (Flat)
20P-2828, 20V-2828 (Grooved)
20P-2530, 20V-2530 (Flat)
20P-2830, 20V-2830 (Grooved)
20P-2534, 20V-2534 (Flat)
20P-2834, 20V-2834 (Grooved)
20P-2541, 20V-2541 (Flat)
20P-2540, 20V-2540 (Flat)
20P-2840, 20V-2840 (Grooved)
50PU-2611 (Flat)
51⁄4"
35⁄8"
31⁄4"
81⁄8"
47⁄8"
81⁄8"
31⁄2"17⁄8"
51⁄4"
51⁄4"
45°
4"
4"
144
FIBERGLASS
Power-Strut® Engineering Catalog
50PU-2045 (15¼8")
20PU-5853 (15¼8"), 20PU-5854 (11¼2"),
20PU-5855 (15¼8"), 20PP-5853 (15¼8"),
20PP-5854 (11¼2"), 20PP-5855 (11¼2")
50PU-26361, 50PU-2636A2, 50PU-2636B3, 50PU-29364
50PU-2090 (15¼8")
20PU-5903 (31¼4"), 20PU-5904 (3"),
20PU-5905 (21¼4"), 20PP-5903 (31¼4"),
20PP-5904 (3"), 20PP-5905 (21¼4")
51⁄2"
41⁄2
"
4"
15⁄8"
47⁄8"
47⁄8"
3"
5" 5" 65⁄8"
3"
5"
50PU-2613 (Flat)
50PU-1508 (11¼2")
50PU-2008 (15¼8")
25⁄32"
17⁄8"
513⁄32"
47⁄8"
47⁄8"
50PU-2538 (Flat)
4"
15⁄8"
5"
1) 50PU-2636 – Flat, without splines
2) 50PU-2636A – Splines on long side only
3) 50PU-2636B – Splines on short side only
4) 50PU-2936 – Splines on both long and short sides
Note: 9⁄16" diameter holes
50PU-2611-SP
20P-2542, 20V-2542 (Flat)
17⁄8"
Note: 9⁄16" diameter holes
19⁄16"
3"
17⁄16"
31⁄4"
15⁄8"
Channel Fittings
145
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
TYPE 2 DESIGN LOAD
The design loading shown can be achieved with the
addition of a vertical stop lock assembly (Part #200-
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.
There are two types of piping system loadings, overhead (Type 1) and vertical
(Type 2) as described below. All Aickinstrut pipe straps and clamps show the
recommended loading for both types of loading.
TYPE 1 DESIGN LOAD
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.
Pipe Clamps
Aickinclamps Design Load Information
200-3100 thru 200-3210 – Adjustable Pipe Clamps
Aickinstrut Adjustable Pipe Clamps are manufactured from glass-reinforced poly-
urethane 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. Aickinclamps sized
61⁄2" – 20" are to be used only in non-load bearing applications. These are ap-
plications where the weight of the pipe is being supported by Aickinstrut structural
members (see figure on right). Aickinclamps can safely be used in temperatures
Part
Number
O.D. Pipe
Size (in.)
Design Load
(lbs.)* Torque
Type 1 Type 2 (ft./lbs.)
200-3100 1⁄2 – 11⁄2135 65 10 in./lbs.
200-3110 11⁄2 – 21⁄4
3
200-3120 21⁄4 – 31⁄4145
70200-3130 3 – 4215
200-3140 4 – 61⁄2
200-3150 61⁄2 – 8
Non-Load Bearing
200-3160 8 – 10
200-3170 10 – 12
200-3180 12 – 14
200-3190 14 – 16
200-3200 16 – 18
200-3210 18 – 20
*Design loads shown represent a 3:1 safety factor.
10 in O.D.
200-3100 to 200-3140
200-3150 to 200-3210
50PU-500SP – Channel Spacers
Channel spacers are designed to prevent wall compression
under heavy loading conditions. Such loading occurs during
the torquing of hardware for channel fittings. The spacers are
molded from polyurethane and will accommodate 3⁄8" and 1⁄2"
bolts. The spacers are designed to be used only with 15⁄8" and
11⁄2" channels.
up to 160°F. For operating temperatures of 160-230°F, it is recommended to use
PVDF clamps. PVDF clamps are available as a special order. Contact the factory
for pricing and availability. Care should be taken not to exceed 3 ft./lbs. of torque
on the adjustable pipe straps.
146
FIBERGLASS
Power-Strut® Engineering Catalog
PCR – Rigid Pipe Clamps
Part
No.
Nominal
Size (in.)
PVC
Sch. 80 &
Rigid Metal
Design Loads (lbs.)* FRP Bolt
Size (in.)
FRP Bolt
Torque
(ft./lbs.)
Type 1 Type 2
PCR-050 1⁄20.840
225 90
3⁄8 x 11⁄43
PCR-075 3⁄41.050
PCR-100 1 1.315
PCR-125 11⁄41.660
PCR-150 11⁄21.900
PCR-200 2 2.375
PCR-250 21⁄22.875
PCR-300 3 3.500
PCR-400 4 4.500
300 125PCR-600 6 6.625
PCR-800 8 8.625
*Design loads shown represent a 3:1 safety factor.
Aickinstrut Rigid Pipe Clamps resemble the more traditional style of pipe clamps.
These clamps are made from glass-reinforced polyurethane 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), PVDF clamps are available as a special
order. Contact the factory for pricing and availability.
Care should be taken not to exceed the recommended torque values of the rigid
pipe clamps.
Pipe Clamps
PS050 thru PS 1800 – Two Hole Pipe Straps
Aickinstrut Two Hole Pipe Straps are designed for use in securing pipe, conduit and
ducts to Aickinstrut Channel. Two hole fiberglass straps can also be used indepen-
dently from the channel for surface mounting. All sizes of the straps are suitable
for load bearing applications.
The two hole pipe straps are manufactured from a fire-retardant, glass reinforced
Part
No.
Dimension Bolt Size
(in.)
Material
Size (in.)
Design Load (lbs)* Torque
(ft./lbs.)
A (in.) B (in.) Type 1 Type2
PS050 0.840 4.840
1⁄21⁄4 X 15⁄8
135 50
4
PS075 1.050 5.050
PS100 1.315 5.315
PS150 1.900 5.900
PS200 23⁄86.375
PS250 27⁄86.875
PS300 31⁄27.500
PS350 4 8.000
PS400 41⁄28.500
175 60PS500 59⁄16 9.563
PS600 65⁄810.625
PS800 85⁄812.625 225 125
PS1000 103⁄415.750
5⁄8
1⁄4 X 15⁄8225 125
10
PS1200 123⁄416.250
PS1400 14 18.000
3⁄8 X 15⁄8250 150PS1600 16 20.000
PS1800 18 23.000
polyester resin. For extreme chemical environments, the straps can be manufac-
tured 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 recom-
mended values.
A
B
*Design loads shown represent a 3:1 safety factor.
Notes: Bolts and channel nuts are sold separately.
When bolting onto 15⁄8" or 11⁄2" channel
a 11⁄4" long bolt is required.
147
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Size
Range
Captured
Nylon Lock-Nut Hex
Bolt
"V" Pad
"V" Pad
1-5⁄8" Series
Channel
Includes: Cushion, V-pad, and Hardware.
Materials: Cushion: Thermoplastic elastomer.
Hardware: Stainless Steel with Captured Nylon Locknut
Temperature Rating: -40°F to +275°F
Note: For use with SST Style Strut only
Part
No.
O.D.
Tube Sizes Diameters PullOut
Load/Lbs
Slip
Load/Lbs
PS TP-025 1⁄43⁄81⁄20.25 - 0.54
500 40
PS TP-625 5⁄83⁄47⁄80.62 - 0.87
PS TP-875 7⁄811
1⁄80.87 - 1.12
PS TP-100 1 11⁄811⁄41.00 - 1.31
Part
No.
Nominal
Pipe Size
Dimensions (In.) Hex Head Cap
Screw & Lock Nut
Wt/100
pcs Lbs
“A” “B” “C” “D”
PS TP-025 1⁄4115⁄16 13⁄83⁄83⁄16 1⁄4-20 x 11⁄2"4
PS TP-625 3⁄823⁄815⁄8
7⁄16
1⁄4
1⁄4-20 x 2"
6
PS TP-875 1⁄229⁄16 113⁄16 5⁄16
8
PS TP-100 3⁄4211⁄16 115⁄16 8
PS TP – Aickin-A-Grip (SST Style Channel Only)
B
CD
V-Pad
17⁄16"
A
Part
No.
Nominal Pipe
Sizes Diameters PullOut
Load/Lbs
Slip
Load/Lbs
PS TP-025 1⁄4–0.25 - 0.54
500 40
PS TP-625 3⁄81⁄20.62 - 0.87
PS TP-875 3⁄4
–0.87 - 1.12
PS TP-100 1 1.00 - 1.31
Tube Sizes
Pipe Sizes
Nominal
Pipe Size
Water
Filled
Weight
Code
Required
Support
Spacing (3)
Pipe Load
At Support
Safety Factors
from Allowed Value
(Sch 40) (lbs/ft) (ft) (lbs) Pullout Slip
1⁄4" 0.470
7
3 150 12
3⁄8" 0.651 5 110 9
1⁄2" 0.983 7 70 6
3⁄4" 1.361 10 50 4
1" 2.055 14 30 3
FEATURE
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Tube & Pipe Sizes
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UÊÜiÀÃÊÛiÌÀÞÊÃÌð
UÊÜ>ÞÃÊ>ÛiÊÌiÊÀ}ÌÊV>«ÊÊ>`ÊÜiÊÞÕÊii`ÊÌ°
UÊLÊÃÌ}Ê>`iÊi>ÃiÀÊEÊÀiÊ>VVÕÀ>Ìi°
Multi-Size Adjustment Capability
Allows Four Clamp Sizes to Fit
Seventeen Sizes of Tube & Pipe.
Pipe Clamps
(1) Based on preliminary testing
(2) SF = 5 to Ultimate Load
(3) Per MSS-SP69 & ASME B31.1 for water filled pipe
Supplied in 10
foot lengths
20E-5000 – Channel Capping Strip
Channel Capping Strip is made from PVC and installs
simply by pressing it onto the channel opening. It
is designed to be used when a cover is desired for
the channel opening (such as concrete embedment
channel).
AIC-EC – Channel End Cap
The Aickin-End Cap is made from red PVC and
designed for 15⁄8" channel. End caps are desired
when the ends of the channel need to be enclosed.
The Aickin-End Cap easily installs by pressing it onto
the end of the channel opening.
148
FIBERGLASS
Power-Strut® Engineering Catalog
UB-050 thru UB-600 – Nonmetallic U-bolts
Part
No. Size “A” “B” “C” “D” “TL” Load
(lbs.)*
Torque
(in./lbs.)*
UB-050 1⁄20.937
0.375
1.568 2.412
1.25
135
40
UB-075 3⁄41.125 1.662 2.600
UB-100 1 1.375 1.787 2.850
UB-125 11⁄41.687 1.943 3.162
UB-150 11⁄22.000 2.100 3.475
UB-200 2 2.437
0.500
2.468 4.187
1.50 80
UB-250 21⁄22.937 2.718 4.687
UB-300 3 3.562 3.031 5.312
UB-350 31⁄24.062 3.281 5.812
UB-400 4 4.562 3.531 6.312
UB-600 6 6.750 0.625 5.750 9.875 3.25 120
*Torque and load values shown represent a 3:1 safety factor.
Aickinstrut Nonmetallic U-Bolts provide a corrosion resistant alternative to traditional metallic U-Bolts. Made
from glass-reinforced polyurethane, these bolts will outlast stainless steel in most corrosive applications. Nonme-
tallic U-Bolts have oversized diameters which allow them to hold steel conduit and plastic pipe.
Each U-Bolt comes with two polyurethane hex nuts. Additional nuts and washers can be purchased separately.
The U-Bolts can also be installed to allow for thermal expansion and contraction of plastic pipe as shown here.
C
BA
TL
D
Note: Plate not included.
Illustration purpose only
Pipe Clamps
Fiberfast Bolts
Fiberfast bolts are provided in two styles and five diameters (1⁄4", 3⁄8", 1⁄2", 5⁄8"
and 3⁄4") and range in length from 11⁄4" to 31⁄2". The flanged style incorporates a
molded washer collar which eliminates the need for a washer. The flanged style
is provided for 1⁄4" and 1⁄2" diameter bolts. Flanged bolts are available in 3⁄8" di-
ameter as a special order item. The hex head style is provided for all 3⁄8", 5⁄8" and
3⁄4" diameter bolts. All Fiberfast bolts are not fully threaded, therefore, shoulder
length (nonthreaded portion) dimensions have been provided. Fiberfast bolts are
ideal for mechanical connections that require a high degree of corrosion resistance.
The 3⁄8" diameter fasteners are recommended for all channel fitting mechanical
connections. All Fiberfast bolts are manufactured from glass-reinforced polyure-
thane and are packaged in bags containing 25 pieces.
250PU – Hex Flange Bolts
Part
No. Size
Thread
Shear
(lbs.)*
Shank
Shear
(lbs.)*
Shoulder
Length
Torque
(ft./lbs.)
250PU-075 1⁄4 x 3⁄4
110 210 Full Thread 10 In./lbs.
250PU-100 1⁄4 x 1
250PU-150 1⁄4 x 11⁄21⁄2
500PU-125 1⁄2 x 11⁄4
450 870
Full Thread
8
500PU-150 1⁄2 x 11⁄2
500PU-200 1⁄2 x 2 3⁄4
500PU-250 1⁄2 x 21⁄2
500PU-300 1⁄2 x 3 1
500PU-350 1⁄2 x 31⁄223⁄16
*Thread shear values shown represent a 3:1 safety factor.
Shoulder
Length
375PU – Hex Bolts
Part
No. Size
Thread
Shear
(lbs.)*
Shank
Shear
(lbs.)*
Shoulder
Length
(in.)
Torque
(ft./lbs.)
375PU-125 3⁄8 x 11⁄4
250 470
Full Thread
3
375PU-150 3⁄8 x 11⁄21⁄4
375PU-200 3⁄8 x 2 1⁄2
375PU-250 3⁄8 x 21⁄23⁄4
375PU-300 3⁄8 x 3 1
625PU-125 5⁄8 x 11⁄4
700 1,360
1⁄412
625PU-150 5⁄8 x 11⁄2
625PU-200 5⁄8 x 2
625PU-250 5⁄8 x 21⁄2
625PU-300 5⁄8 x 3
625PU-350 5⁄8 x 31⁄211⁄4
*Thread shear values shown represent a 3:1 safety factor.
Shoulder
Length
149
www.power-strut.com
FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Fasteners
375V – Vinyl Ester Square Head Bolts
Vinyl ester square head bolts are used for concrete mounting and
general purpose fastening applications. The square head bolts are con-
structed from vinyl ester all-thread rod and vinyl ester square nuts. The
units are bonded together with a durable two part urethane adhesive.
The square head bolts are offered in 3⁄8" diameter but can be supplied in
other diameters as a special order. Contact the factory for pricing and
availability of special diameter square head bolts.
Part
No. Size Thread Shear
(lbs.)*
Torque
(ft./lbs.)*
375V-100 3⁄8 x 1
250 10
375V-125 3⁄8 x 11⁄4
375V-150 3⁄8 x 11⁄2
375V-175 3⁄8 x 13⁄4
375V-200 3⁄8 x 2
375V-250 3⁄8 x 21⁄2
375V-300 3⁄8 x 3
375V-350 3⁄8 x 31⁄2
375V-400 3⁄8 x 4
*Thread shear values shown represent a 3:1 safety factor.
Aickinstrut hex nuts are available in two styles; hex and hex flange nuts. The
Aickinstrut hex nut is similar in design to the conventional hex nut and is preferred
for channel fitting connections. The Aickinstrut hex flange nut is preferred for
applications that require additional thread engagement (such as with all-thread
rod) or maximum thread shear strength. All nuts are manufactured from glass-
reinforced polyurethane and are packaged in bags containing 25 pieces. All hex
and hex flange nuts are available in PVDF and Polypropylene and metric sizes as a
special order. Contact the factory for pricing and availability.
Fiberfast Hex Nuts
250PU thru 1000PU –
Hex Nuts
Part
No. Size
Thread
Shear
(lbs.)*
Height Torque
(ft./lbs.)
250PU-000 1⁄4-20 150 0.218 10 in./lbs.
375PU-000 3⁄8-16 460 0.328 3
500PU-000 1⁄2-13 800 0.437 8
625PU-000 5⁄8-11 1,000 0.546 12
750PU-000 3-10 0.640 15
1000PU-000 1-8 1,100 0.859 17
*Thread shear values shown represent a 3:1 safety
factor.
375PU thru 1000PU –
Hex Flange Nuts
Part
No. Size
Thread
Shear
(lbs.)*
Height Torque
(ft./lbs.)
375PU-FN-000 3⁄8-16 500 0.750 3
500PU-FN-000 1⁄2-13 1,200 0.855 8
625PU-FN-000 5⁄8-11 2,200 1.220 12
750PU-FN-000 3⁄4-10 2,900 1.590 15
1000PU-FN-000 1-8 1.750 17
*Thread shear values shown represent a 3:1safety factor.
375V thru 1000V –
Vinyl Ester Square Nuts
Square nuts are manufactured
from pultruded vinyl ester square
stock. They are recommended
for applications that require high
thread shear values. Square nuts
are packaged in bags containing 25 pieces.
Part
No. Size
Thread
Shear
(lbs.)*
Height Torque
(ft./lbs.)
375V-000 3⁄8-16 1,300 0.437
10
500V-000 1⁄2-13
1,700
0.562
625V-000 5⁄8-11 0.687
750V-000 3⁄4-10 0.812
1000V-000 1-8 0.937
*Thread shear values shown represent a 3:1 safety factor.
250E thru 1000E –
Flat Washers
Flat Washers are made from PVC and are available
for 1⁄4" diameter through 1". PVC washers are recom-
mended for connections that utilize hex nuts and
bolts. PVC washers are packaged in bags containing
25 pieces.
Part
No. Size Outside
Diameter
250E-999 1⁄40.49
375E-999 3⁄81.00
500E-999 1⁄21.25
625E-999 5⁄81.50
750E-999 3⁄41.50
1000E-999 1 2.25
WR375 thru WR750 – All-Thread Washers
Aickinstrut All-Thread Washers are flat fiberglass wshers for use with FRP all-thread rods. All-Thread rod wash-
ers are 1⁄4" thick with a 17⁄8" diameter and are available in polyester or vinyl ester resin. To order vinyl ester, add
the suffix “V” to the part number.
To order square washers add the suffix “-SQ” to the part number.
Part
No. *
All-Thread Rod
Size (in.)
WR375 3⁄8
WR500 1⁄2
WR625 5⁄8
WR750 3⁄4
* Add the suffix “V” to the part number to
specify vinyl ester Example “WR500V”
* Add the suffix “-SQ” to the part number to
specify square washer Example “WR500-SQ”
15⁄8"
150
FIBERGLASS
Power-Strut® Engineering Catalog
200-4277, 200-4219, 200-4343 –
Stop-Lock Assemblies
Aickinstrut Stop-Lock Assemblies reduce the chance of
pipe slippage when running supports vertically. Stop-
Locks are recommended for applications that are subject
to vibration, have regular contact with fluids or are verti-
cally mounted (Type 2). The Stop-Locks fit all three sizes
of channel. Stop-Locks are offered with a 3⁄8", 1⁄2" and 5⁄8"
bolt size. The 5⁄8" Stop-Lock Assembly is supplied with a
heavy duty channel nut (the 5⁄8" Stop-Lock Assembly will
not work with the 1000 Series Channel).
The Stop-Lock Assemblies' components
are manufactured from glass-reinforced
polyurethane.
Channel Nuts
Channel nuts are provided in two types; Standard Duty and Heavy Duty. Standard
Duty channel nuts are designed for light duty applications that do not require high
thread shear values. Standard duty channel nuts can also be used with all sizes of
Aickinstrut Channel. Heavy duty channel nuts are designed to be used where high
thread shear values or spring nuts are required. Heavy duty channel nuts can not
be used with Series 1000 Channel (light duty). All channel nuts are manufactured
from glass-reinforced polyurethane and are packaged in bags containing 50
pieces. Channel nuts are also available in PVDF as a special order. Contact the
factory for pricing and availability.
Fasteners
375PU-CNHD thru 750PU-CNHD,
10PU-CNMHD thru 20PU-CNMHD – HD Channel Nuts
Part
No. Size Thread Shear
(lbs.)*
Torque
(ft./lbs.)
375PU-CNHD 3⁄8-16
1,400
8
500PU-CNHD 1⁄2-13
625PU-CNHD 5⁄8-11 10
750PU-CNHD 3⁄4-10
10PU-CNMHD 10 mm 8
12PU-CNMHD 12 mm
16PU-CNMHD 16 mm 10
20PU-CNMHD 20 mm
*Thread shear values shown represent a 3:1 safety factor.
250PU-CN thru 500PU-CN , 10PU-CN thru 12PU-CN –
Standard Duty Channel Nuts
Part
No. Size Thread Shear
(lbs.)*
Torque
(ft./lbs.)
250PU-CN 1⁄4-20
460
2
312PU-CN 5⁄16-18
375PU-CN 3⁄8-16
3
500PU-CN 1⁄2-13
10PU-CN 10 mm
12PU-CN 12 mm
10PU-CNS #10 Screw N/A
*Thread shear values shown represent a 3:1 safety factor.
Part
No. Size
200-4226 3⁄8
200-4217 1⁄2
200-4341 5⁄8
200-4342 3⁄4
200-4266 thru 200-3442 – Saddle Clips
Aickinstrut Saddle Clips make fastening through Aickinstrut channel much easier.
The clips mate with the exterior of the channel flanges and are secured with
threaded rods and nuts. The saddle clips are manufactured from glass reinforced
polyurethane and are supplied in bags of 50 pieces.
Part
No. Size Force Resis-
tance (lbs.)*
Torque
(ft./lbs.)
200-4227 3⁄8200 7
200-4219 1⁄2220 12
200-4343 5⁄8250 15
*Force resistance values shown represents a 3:1 safety factor.
20V-2BC – Fabricated Beam Clamps
Part
No.
Flange
Thickness
Thread
Shear
(lbs.)*
Torque
(ft./lbs.)
20V-2BC-25 1⁄4
600 1020V-2BC-37 3⁄8
20V-2BC-50 1⁄2
*Design load values shown represent a 3:1 safety factor.
Bolts and channel nuts are 1⁄2" diameter.
151
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FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
C
B
A
Clevis hangers are available in two styles; molded and hand lay-up. The molded
clevis hangers are manufactured from glass-reinforced polyurethane and are avail-
able for sizes 1⁄2" through 6". The hand lay-up clevis hangers are manufactured
from glass-reinforced vinyl ester resin and are available for sizes 1" through 24".
Clevis Hangers
Pipe Hangers & Accessories
CVHPU – Molded Clevis Hangers
Part
No.
Nominal
Diameter
Max. Pipe
O.D. “A” “B” “C” Hanger
Rod
Load
(lbs.)*
CVHPU-100 1⁄2 - 1 1 1.500 4.25
1.25
1⁄2
670
CVHPU-150 11⁄4 - 11⁄211⁄22.000 5.14
CVHPU-200 11⁄2 - 2 2 2.500 6.52 730
CVHPU-400 21⁄2 - 4 4 5.125 10.00 1.50 1,150
CVHPU-600 41⁄2 - 6 6 6.750 12.33 1,170
*Design load values shown represent a 3:1 safety factor.
100-1500 thru 100-1514 – Hand Lay-Up Clevis Hangers
Part
No.
Size Range
A (In.)
Dimensions (in.) Hanger
Rod
Trans
Rod
Spreader
Rod O.D.
Loads
(lbs.)*
T H H1 W
100-1500 1 – 11⁄2
1⁄8
23⁄417⁄811⁄2
1⁄2
3⁄81⁄2
60
100-1501 11⁄2 – 2 31⁄223⁄860
100-1502 2 – 25⁄843⁄43290
100-1503 21⁄2 – 31⁄451⁄235⁄8120
100-1504 3 – 37⁄81⁄874
1⁄42
5⁄8
160
100-1505 4 – 51⁄83⁄16 81⁄255⁄8250
100-1506 6 – 71⁄8107⁄871⁄23300
100-1507 8 – 91⁄41⁄414 93⁄4350
100-1508 10 – 113⁄8
1⁄4
18 12 4 5⁄81⁄23⁄4
450
100-1509 12 – 131⁄2211⁄2141⁄85600
100-1510 14 – 153⁄4241⁄2161⁄23⁄4700
100-1511 16 – 18 3⁄8273⁄8191⁄2
63⁄43⁄41
750
100-1512 19 – 21 341⁄2221⁄2800
100-1513 21 – 22 1⁄2351⁄224 850
100-1514 22 – 24 41 28 900
*Design load values shown represent a 3:1 safety factor.
W
H
T
H1
A
Beam Clamps
Aickinstrut beam clamps are available in two styles; molded and fabricated. The
molded beam clamps are manufactured from glass-reinforced polyurethane and
can accommodate 3⁄8", 1⁄2" and 5⁄8" hanger rod sizes. The molded beam clamps
utilize the traditional “C” clamp style design. The fabrication beam clamps are
manufactured from vinyl ester flat stock and utilize polyurethane bolts and
channel nuts for clamping. Fabricated beam clamps are available for attaching
to 1⁄4", 3⁄8" and 1⁄2" thick beam flanges. Each fabricated beam clamp assembly
includes four (4) 1⁄2" standard duty channel nuts, four (4) 1⁄2" Polyurethane bolts
and two (2) attachment clips.
All Aickinstrut beam clamps allow easy attachment of threaded rod to “I” beams
or other structural assemblies.
375PU-BC, 500PU-B –
Molded Beam Clamps
Part
No. Size
Thread
Shear
(lbs.)*
Torque
(ft./lbs.)
375PU-BC 3⁄8400 10
500PU-BC 1⁄2
*Design load values shown represent a 3:1 safety factor.
3"
25⁄8"
3⁄4"
RGBC – Beam Clamps
Part
No. Size
Thread
Shear
(lbs.)*
Torque
(ft./lbs.)
RGBC-1 3⁄8
500 10RGBC-2 1⁄2
RGBC-3 5⁄8
11⁄2"
41⁄4"
3"
1"
Note: Beam clamp
clip must be pur-
chased separately.
Illustration purpose
only
Beam Clip – 375PU-BCCLP (3¼8")
152
FIBERGLASS
Power-Strut® Engineering Catalog
200-327 thru 200-3831 – Threaded Rod
Pultruded threaded rods are an excellent choice for hanging and fastening
Aickinstrut Channel. These rods can also be used with either the Aickinstrut vinyl
ester square nuts, polyurethane hex nuts, hex flange nuts and Aickinstrut channel
nuts. All FRP threaded rod is manufactured from pultruded vinyl ester resin and is
gray in color.
The standard rod lengths are 4' and 8'. Special lengths and threading are also
available. Contact the factory for pricing and availability.
Part
No. Size Weight
Thread
Shear
(lbs.)*
Torque
(ft./lbs.)
200-3827 3⁄8-16 0.07 415 5
200-3828 1⁄2-13 0.12 570 10
200-3829 5⁄8-11 0.18 1,260 40
200-3830 3⁄4-10 0.28 1,700 50
200-3831 1-8 0.50 3,000 60
* Thread shear values shown represent a 3:1 safety factor.
* To order eight foot lengths, add suffix “-96” to part number
(EX: 200-3827-96)
Pipe Supports
200-3849 thru 200-3843 –
A-Konnector Rod Couplers
iVÌÀÃÊ«ÀÛ`iÊ>ÊiÝViiÌÊi>ÃÊvÀÊiÝÌi`}ÊVÃÌÀÕÌÊ,*Ê>ÌÀi>`Ê
À`ÃÊLiÞ`ÊÌiÀÊÃÌ>`>À`Êi}ÌðÊÊiVÌÀÃÊ>ÀiÊ>Õv>VÌÕÀi`ÊvÀÊ}>ÃÃ
ÀivÀVi`Ê«ÞÕÀiÌ>iÊ>`Ê>ÀiÊVÀi`Ê}À>Þ°ÊÊiVÌÀÃÊ>ÀiÊ«>V>}i`ÊÊL>}ÃÊ
containing 25 pieces.
Part
No. Size Length Thread Shear
(lbs.)*
200-3840 3⁄8-16
21⁄4
800
200-3841 1⁄2-13 870
200-3842 5⁄8-11 1,500
200-3843 3⁄4-10
* Thread shear values shown represent a 3:1 safety factor.
390N – Duraclamp C-Clamps
Duraclamps are glass-reinforced polyurethane C-Clamps that are designed to
replace steel C-Clamps in areas where corrosion is a problem. The individual
Duraclamp components can also be purchased separately.
Part
No. Description Thread Shear
(lbs.)*
Torque
(ft./lbs.)
390N-150 “C”-Clamp 25 17
390N-BLT Bolt N/A
390N-CLP “C” 25 N/A
*Design load values shown represent a 3:1 safety factor.
Note: Bolt Dimension is 5⁄8" x 21⁄2"
113⁄4"
83⁄4"
Channel Hangers AIC-CH-P (Polyester)
AIC-CH-V (Vinyl Ester)
The Aickin-Channel Hanger is designed to support fiberglass structural “C” channel
that is being used as a raceway system for cables, tubing or small diameter piping.
The Aickin-Channel Hanger is available in either polyester or vinyl ester resin and
is simply supported from a 1⁄2" FRP all-thread rod and beam clamp (not provided).
The Channel Hanger will accommodate “C” channel width sizes 2" through 8".
153
www.power-strut.com
FIBERGLASS
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
20N-ARM, 20NSTA – Power-Rack Stanchions
The Power-Rack Stanchion is the new alternative to traditional iron cable
stanchions used for utility and industrial cable supports. Made entirely from
glass-reinforced nylon, these stanchions out-perform metallic supports against
corrosion. The extended life-span of the Power-Rack Stanchions makes them the
logical choice over metallic cable supports. The Power-Rack Stanchion is available
in two different lengths and four different arm lengths. The unique 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 the factory for pricing and availability.
Dimensions – The stanchion back is designed with
9⁄16" wide x 15⁄16" long holes to accept
fasteners for mounting. There are
two mounting holes in the 213⁄8" long
stanchion and three mounting holes
in the 335⁄16" long stanchion. Thick-
ness at the slotted mounting holes
is 17⁄8". The mounting holes are
spaced on 12" centers and require
1⁄2" diameter fasteners.
Part
No. Description Weight Load
(lbs.)*
20N-ARM08 8" Arm 1.00
800
20N-ARM14 141⁄4" Arm 1.16
20N-ARM17 171⁄2" Arm 1.45
20N-ARM23 237⁄8" Arm 1.86
20N-STA21 213⁄8" Stanchion 1.49 N/A
20N-STA33 335⁄16" Stanchion 2.31
*Design load values shown represent a 3:1 safety factor.
Installation – The Power-Rack Stanchions can be anchored into existing concrete
structures using any good quality industrial anchoring system. For new concrete
structures, the Power-Rack Stanchions can be mounted to Aickinstrut concrete
embedment channel and attached with 1⁄2" 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. Following the guidelines listed below will
ensure a safe, reliable installation.
UÊ/Ì>Ê>`ÊÊ>ÞÊiÊ>ÀÊÃÕ`ÊÌÊiÝVii`ÊnääÊLð
UÊ/iÊÃÕÊvÊÌiÊ>`ÃÊÊ>ÞÊ>ÀÊÕÌ«i`ÊLÞÊÌiÀÊ
distances to the wall 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.
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,
/Ì>Ê>`ÊÓäänääÊLîÊrÊ"
/Ì°ÊiÌÊÓääÝxÊ°ÊrÊ£äää£ÓääÊ°ÉLð®ÊrÊ"
Pipe Supports
Wall Brackets
Aickin-Brackets are available in a wide variety of sizes and configurations. These
wall brackets are made entirely from Aickinstrut material and are specifically
designed to meet the customers requirements. They are ideal for customizing
the support of piping, cables, tubing, conduits or cable trays. These brackets are
available in either polyester or vinyl ester resin types and will work with all the
Aickinstrut accessory items. Consult the factory for design, pricing and availability
information.
154
FIBERGLASS
Power-Strut® Engineering Catalog
Heavy Duty Post Base
20PU-5852 (2" Square), 20PU-5852 RD (2" Round)
20PU-5853 HD (15⁄8" Sq.), 20PU-5854 HD (11⁄2" Sq.)
The Aickinstrut heavy duty post base is designed for applications that require a
stronger base attachment than the standard Aickinstrut post base. Made from
polyurethane, the heavy duty post base is available with four different openings:
11⁄2", 15⁄8", 2" square and 2" Schedule 80 round. The heavy duty post base is
ideal for mounting fiberglass channel, handrails and instrument stands in cor-
rosive environments. The standard color is gray, but special colors are available
upon request.
8" 8"
Dia.
Hole (4)
19⁄32"
61⁄4"
Instrument & Pipe Stands
Instrument & Pipe Stands
Aickin-Instrument and Pipe Stands are available in polyester or vinyl ester resin
types and are designed to meet specific customer requirements. These stands are
ideal for supporting instruments and enclosures in corrosive environments. The
stands utilize the Aickinstrut Heavy Duty Post Base and either 2" x 2" x 1⁄4" square
tube or 2" Schedule 80 pipe to support the instruments or enclosures. These stands
can be designed or configured to meet any application. Consult the factory for
design, pricing and availability information.
www.power-strut.com
Technical Data
155
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
TECHNICAL DATA
TECHNICAL DATA
1"
3⁄8"
1⁄2"
1⁄2"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Beam Diagrams and Formulas:
Nomenclature
Cantilever Beams
Simple Beams
Beams fixed at one end, supported at other
Beams fixed at both ends
Beam Load (Static) Conversion Factors
Design Load Data For Power-Strut Channel Connections
Pipe Spacing Tables
NFPA 13 Compliance Tables
Section Modulus Required for Trapeze Members
Electrical Metallic Tubing Data
Conduit Spacing
Conduit & Pipe Data
Steel Rigid
Intermediate Metal
Steel Pipe
Copper Tube
Cast Iron
PVC
Spacing of Hangers:
Copper Tubing
Steel Pipe
PMC Plastic Pipe
Load Tables
Threaded Hot Rolled Steel Rod
Wide Flange Beams
Channels – American Standard
I-Beams – American Standard
Unit Conversions
Part Number Index
Technical Data
Power-Strut® Engineering Catalog
156
The information presented below is a direct reproduction from portions of the
8th Edition of THE MANUAL OF STEEL CONSTRUCTION
by express permission of the American Institute of Steel Construction.
Beam Diagrams and Formulas (Nomenclature)
E Modulus of Elasticity of steel at 29,000 ksi.
I Moment of Inertia of Beam (inch4).
Mmax Maximum Moment (kip inch)
M1 Maximum moment in left section of beam (kip inch)
M2 Maximum moment in right section of beam (kip inch)
Mx Moment at distance x from end of beam (kip inch)
P Concentrated Load (kips)
R End beam reaction for any condition of symmetrical loading (kips)
R1 Left end beam reaction (kips)
R2 Right end or intermediate beam reaction (kips)
V Maximum vertical shear for any condition of symmetrical loading (kips)
V1 Maximum vertical shear in left section of beam (kips)
V2 Vertical shear at right reaction point, or to left of intermediate reaction point of beam (kips)
Vx Vertical shear at distance x from end of beam (kips)
a Measured distance along beam (inch)
b Measured distance along beam which may be greater or less that “a” (inch)
L Total length of beam between reaction points (inch)
W Uniformly distributed load per unit of length (lbs)
x Any distance measured along beam from left reaction (inch)
x1 Any distance measured along overhang section of beam from nearest reaction point(in).
Δmax Maximum deflection (inch)
Δa Deflection at point of load (inch)
Δx Deflection at point x distance from left reaction (inch)
Beam Diagrams and Formulas (Cantilever Beams)
P
L
V
M
L
ab
P
M
V
M
V
V max. = P
M max. = PL
max. = PL3
3EI
V max. = W
max. = WL3
8EI
WL
2
M max. =
V max. = P
max. = Pb2(3L-b)
6EI
M max. = Pb
L
CANTILEVER BEAMS
www.power-strut.com
Technical Data
157
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Beam Diagrams and Formulas (Simple Beams)
The information presented below is a direct reproduction from portions of the
8th Edition of THE MANUAL OF STEEL CONSTRUCTION
by express permission of the American Institute of Steel Construction.
M
V
L
P
L2
RR
M
V
L
RR L
R1R2
M
V
ab
P
R=
V max. =
M max. =
max. = PL3
48EI
P
2
P
2
PL
4
R=
V max. =
M max. =
max. = 5WL3
384EI
W
2
W
2
WL
8
R2=
V max. =
M max. =
Pb
L
R1=
Pa
L
Pa
L
Pab
L
Pab(a+2b) 3a(a+2b)
27EIL
max. =
L
R1R2
ab
P
V
M
L
R1
P
L2
V
M
L
V
M
3L
8
3L
4
R2=
M at point of load = R1a
M at fixed end =
Pb2
2L3
R1=
Pa
2L3
(a+2L)
(3L2-a2)
Pab
2L3(a+L)
R1=
V max. =
M max. =
max. at x = 0.447L
5P
16
11P
16
3PL
16
max. = 0.009317 PL3
EI
R1=
V max. =
M max. =
max. at x = 0.4215L
3W
8
5W
8
WL
8
max. = WL3
185EI
R1
V
M2
L
R1R2
ab
P
V
M
L
P
L2
V
M
L
M1
V max. =
M max. =
max. = PL3
192EI
P
2
PL
8
V max. =
M max. =
max. = WL3
384EI
W
2
WL
12 R2=
M1 =
M2 =
Pb2
L3
R1=
Pa2
L3
(3a+b)
(a+3b)
Pab2
L2
Pa2b
L2
Beam Diagrams and Formulas (Beams fixed at one end, supported at other)
Beam Diagrams and Formulas (Beams fixed at both ends)
Technical Data
Power-Strut® Engineering Catalog
158
Power-Strut beam loads shown for various channels throughout this catalog are for single span, simple beams, with uniform loads. Loading or other support conditions can
be calculated by multiplying the channel beam load by the appropriate factor listed below.
Beam Load (Static) Conversion Factors
1.) To determine the load and deflection of a PS-200
simple beam 72" long, with a concentrated load
at the center of span:
From the PS-200 Beam Load Chart (page 29), the maximum uni-
form load for a 72" span is 560# with a deflection of .50".
Multiply the above factors:
Load = 560 x .50 = 280#
Defl. = .50 x .80 = .40"
Example solutions
Continuous Beam, Two Equal Spans,
Concentrated Load at Center of Each Span 0.67 0.48
DEFLECTION
FACTOR
LOAD
FACTOR
LOAD AND SUPPORT CONDITION
SPAN
SPAN
1.00
1.00
0.50
0.25
1.50
1.00
1.00
0.12
1.30
0.62
1.10
1.00
0.80
2.40
0.30
0.40
0.42
3.20
0.92
0.71
1. Simple Beam,
Uniform Load
2. Simple Beam,
Concentrated Load at Center
3. Simple Beam,
Two Equal Concentrated Loads at 1/4 pts
4. Beam Fixed at Both Ends,
Uniform Load
5. Beam Fixed at Both Ends,
Concentrated Load at Center
6. Cantilever Beam,
Uniform Load
7. Cantilever Beam,
Concentrated Load at End
8. Continuous Beam, Two Equal Spans,
Uniform Load on One Span
9. Continuous Beam, Two Equal Spans,
Uniform Load on Both Ends
10.Continuous Beam, Two Equal Spans,
Concentrated Load at Center of One Span
11.
SPAN SPAN
2.) To determine the load and deflection of a PS-200-2T3 cantilever
beam 24" long with a concentrated load at end:
From the PS-200-2T3 Beam Load Chart (page 27), the maximum
uniform load for a 24" span is 3130# with a deflection of .03".
Multiply the above factors:
Load = 3130# x .12 = 376#
Defl. = .03 x 3.20 = .096"
www.power-strut.com
Technical Data
159
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Design Load Data For Power-Strut Channel Connections
PS 603 – PS-200 1500#, PS-210 1000#
PS 603 – PS-200 1000#, PS-210 650#
PS 607 – PS-200 2000#, PS-210 2000#
PS-601 – PS-210 1000#, PS-210 800#
Both Ends Supported Both Ends Supported
PS 605 – PS-200 1500#, PS-210 1000#
Both Ends Supported Both Ends Supported
PS 3373 – PS-200 3000#, PS-210 2000#
Both Ends Supported Both Ends Supported
PS 745 – PS-200 2000#, PS-210 1500#
Both Ends Supported
LOAD
LOAD
LOAD
LOAD
LOAD
LOAD
PS 604 – 500# PS 606 – 500#
1.) Safety Factor = 21⁄2 based on ultimate strength of connection.
2.) Load Diagrams indicate design loads for 12 ga. (listed as PS-200) and for 14 ga. (listed as PS-210) channels.
Channel Load
(lbs)
PS 200 1,500
PS 210 1,000
Channel Load
(lbs)
PS 200 1,500
PS 210 1,000
Channel Load
(lbs)
PS 200 1,000
PS 210 650
Channel Load
(lbs)
PS 200 3,000
PS 210 2,000
Channel Load
(lbs)
PS 200 2,000
PS 210 1,500
Channel Load
(lbs)
PS 200 2,000
PS 210
Channel Load
(lbs)
PS 200 1,000
PS 210 800
Technical Data
Power-Strut® Engineering Catalog
160
Tables of Pipe Spacing
/ÃÊV>ÀÌ]Ê`iÛi«i`ÊLÞÊÕÕÃÊiÌ>ÊvÊ-iiÞiÊ-ÌiÛiÃÊ6>ÕiÊEÊiVÌ]ÊVÃÕÌ-
ing engineers, New York City, enables one to quickly determine the centerline-to-
centerline dimension between any two size pipes on a rack. 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:
UÊ"°°ÊvÊv>}iÃÊ>`ÊvÌÌ}ð
UÊ£¸ÊÃÕ>ÌÊÛiÀÊv>}iÃÊ>`ÊvÌÌ}ð
UÊÊvÀ>VÌ>Ê`iÃÃÊiÃÃÊÌ>Ê1⁄4" were increased to the next larger 1⁄4".
UÊi>ÀÊë>ViÊLiÌÜiiÊvÌÌ}ÃÊ>ÃÊvÜÃ\Ê
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.
Normal
Pipe Dia.(In.)
Normal Pipe Diameter, Inches
3⁄4"1" 1
1⁄4"1
1⁄2"
TSTFSTFSTFS
3⁄4
T4
3⁄4––––––––––
S4
1⁄241⁄4
1
T54
3⁄451⁄4
F65
3⁄461⁄471⁄4
S4
3⁄441⁄2564
1⁄2
11⁄4
T5
1⁄455
1⁄261⁄255
1⁄2
F6
1⁄466
1⁄271⁄261⁄463⁄473⁄4
S4
3⁄441⁄2564
1⁄251⁄461⁄443⁄4
11⁄2
T5
1⁄455
1⁄261⁄251⁄453⁄463⁄451⁄453⁄4
F6
1⁄261⁄463⁄473⁄461⁄463⁄486
1⁄278
S54
3⁄451⁄461⁄443⁄451⁄4655
1⁄261⁄25
2
T5
3⁄451⁄2675
1⁄267
1⁄453⁄461⁄471⁄453⁄4
F76
3⁄471⁄481⁄463⁄471⁄481⁄277
1⁄281⁄27
S5
1⁄455
1⁄261⁄255
1⁄263⁄451⁄453⁄463⁄451⁄4
21⁄2
T65
3⁄461⁄471⁄466
1⁄271⁄266
1⁄273⁄461⁄4
F7
1⁄271⁄473⁄483⁄471⁄473⁄497
1⁄2897
1⁄2
S5
1⁄251⁄453⁄463⁄451⁄453⁄475
1⁄2675
1⁄2
3
T6
1⁄466
1⁄271⁄261⁄463⁄473⁄461⁄463⁄486
1⁄2
F7
3⁄471⁄2897
1⁄289
1⁄473⁄481⁄491⁄473⁄4
S5
3⁄451⁄2675
1⁄267
1⁄453⁄461⁄471⁄453⁄4
4
T7
1⁄271⁄473⁄483⁄471⁄473⁄497
1⁄2897
1⁄2
F98
3⁄491⁄4101⁄483⁄491⁄4101⁄299
1⁄2101⁄29
S6
3⁄461⁄2786
1⁄278
1⁄463⁄471⁄481⁄463⁄4
5
T87
3⁄481⁄491⁄473⁄481⁄491⁄288
1⁄291⁄28
F9
1⁄291⁄493⁄4103⁄491⁄493⁄411 91⁄210 11 91⁄2
S7
1⁄477
1⁄281⁄477
1⁄283⁄471⁄473⁄483⁄471⁄4
6
T8
3⁄481⁄29108
1⁄2910
1⁄483⁄491⁄4101⁄483⁄4
F109
3⁄4101⁄4111⁄493⁄4101⁄4111⁄210 101⁄2111⁄210
S7
3⁄471⁄2897
1⁄289
1⁄473⁄481⁄491⁄473⁄4
8T8
3⁄491⁄210 11 93⁄4101⁄2111⁄493⁄4101⁄4111⁄210
F11
1⁄411 111⁄2121⁄211 111⁄2123⁄4111⁄4113⁄4123⁄4111⁄4
10 T11
1⁄411 111⁄2121⁄211 111⁄2123⁄4111⁄4113⁄4123⁄4111⁄4
F12
1⁄2121⁄4123⁄4133⁄4121⁄4123⁄414 121⁄213 14 121⁄2
12 T12
1⁄412 121⁄2131⁄212 121⁄2133⁄4121⁄4123⁄4133⁄4121⁄4
F1413
3⁄4141⁄4151⁄4133⁄4141⁄4151⁄214 141⁄2151⁄214
T – denotes threaded IPS pipe.
F – denotes flanged fittings on pipe.
S – denotes soldered or brazed tubing.
www.power-strut.com
Technical Data
161
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
T – denotes threaded IPS pipe.
F – denotes flanged fittings on pipe.
S – denotes soldered or brazed tubing.
Nominal Pipe Dia.
(In.)
Nominal Pipe Diameter, Inches
5" 6" 8" 10" 12"
TFSTFSTFTFTF
5
T11 – ––––––––––
F12
1⁄214
S10
1⁄4113⁄491⁄2
6
T11
3⁄4131⁄411 121⁄2
F1314
1⁄2121⁄4131⁄415
S10
3⁄4121⁄410 111⁄2123⁄4101⁄2
8T1314
1⁄2121⁄4133⁄415 123⁄4143⁄4
F14
1⁄4153⁄4131⁄215 161⁄414 161⁄417 1⁄2
10 T14
1⁄4153⁄4131⁄215 161⁄414 161⁄4171⁄2171⁄2
F15
1⁄217 143⁄4161⁄4171⁄2151⁄4171⁄2183⁄4183⁄420
12 T15
1⁄4163⁄4141⁄216 171⁄415 171⁄4181⁄2181⁄2193⁄4191⁄2
F1718
1⁄4161⁄4173⁄419 163⁄414 201⁄4201⁄4211⁄2211⁄429
Nominal Pipe Dia.
(In.)
Nominal Pipe Diameter, Inches
2" 21⁄2"3" 4"
TFSTFSTFSTFS
2
T6
1⁄2–––––––––––
F7
3⁄49
S6 7
1⁄451⁄2
21⁄2
T7 8
1⁄461⁄271⁄4
F8
1⁄491⁄273⁄483⁄410
S6
1⁄471⁄253⁄463⁄486
3
T7
1⁄481⁄263⁄471⁄2977
3⁄4
F8
1⁄293⁄48910
1⁄481⁄491⁄4101⁄2
S6
1⁄273⁄4678
1⁄461⁄471⁄481⁄261⁄2
4
T8
1⁄491⁄273⁄483⁄410 8 9 101⁄481⁄410
F9
3⁄411 91⁄4101⁄4111⁄291⁄2101⁄2113⁄493⁄4111⁄213
S7
1⁄283⁄4789
1⁄471⁄481⁄491⁄271⁄291⁄4103⁄481⁄2
5
T8
3⁄410 81⁄491⁄4101⁄281⁄291⁄2103⁄483⁄4101⁄412 93⁄4
F10
1⁄4111⁄293⁄4103⁄412 10 11 121⁄4101⁄412 131⁄2111⁄4
S8 9
1⁄471⁄281⁄293⁄473⁄483⁄410 8 93⁄4111⁄49
6
T9
1⁄2103⁄491011
1⁄491⁄4101⁄4111⁄291⁄2111⁄4123⁄4101⁄2
F10
3⁄412 101⁄4111⁄4121⁄2101⁄2111⁄2121⁄4103⁄4121⁄214 113⁄4
S8
1⁄293⁄48910
1⁄481⁄491⁄4101⁄281⁄2101⁄4113⁄491⁄2
8T10
3⁄412 101⁄211 121⁄2101⁄2111⁄4123⁄4103⁄4121⁄214 113⁄4
F1213
1⁄4111⁄2121⁄2133⁄4113⁄4123⁄414 12 133⁄4151⁄413
10 T1213
1⁄4111⁄2121⁄2133⁄4113⁄4123⁄414 12 133⁄4151⁄413
F13
1⁄4141⁄2123⁄4133⁄415 13 14 151⁄4131⁄415 161⁄2141⁄4
12 T1314
1⁄4121⁄2131⁄2143⁄4123⁄4133⁄415 13 143⁄4161⁄414
F14
3⁄416 141⁄4151⁄4161⁄2141⁄2151⁄2163⁄4143⁄4161⁄218 153⁄4
Tables of Pipe Spacing (cont.)
Technical Data
Power-Strut® Engineering Catalog
162
Minimum Size Power-Strut Channel – To Comply with NFPA 13 Table 2-6.1 5(a) 1996 Edition
Top values are for Schedule 10 pipe; bottom values are for Schedule 40 Pipe.
Pipe Size
Exceeds Section Modulus for
Channel Shown Above
PS-100 2T3
PS-150 2T3PS-100
PS-200 PS-150
Span of
Trapeze 1" 11⁄4" 11⁄2" 2" 21⁄2" 3" 31⁄2" 4" 5" 6" 8" 10"
1 ft. 6 in. 0.08 0.09 0.09 0.09 0.10 0.11 0.12 0.13 0.15 0.18 0.24 0.32
0.08 0.09 0.09 0.10 0.11 0.12 0.13 0.15 0.18 0.22 0.30 0.41
2 ft. 0 in. 0.11 0.12 0.12 0.13 0.13 0.15 0.16 0.17 0.20 0.24 0.32 0.43
0.11 0.12 0.12 0.13 0.15 0.16 0.18 0.20 0.24 0.29 0.40 0.55
2 ft. 6 in. 0.14 0.14 0.15 0.16 0.17 0.18 0.20 0.21 0.25 0.30 0.40 0.54
0.14 0.15 0.15 0.16 0.18 0.21 0.22 0.25 0.30 0.36 0.50 0.68
3 ft. 0 in. 0.17 0.17 0.18 0.19 0.20 0.22 0.24 0.26 0.31 0.36 0.48 0.65
0.17 0.18 0.18 0.20 0.22 0.25 0.27 0.30 0.36 0.43 0.60 0.82
4 ft. 0 in. 0.22 0.23 0.24 0.25 0.27 0.29 0.32 0.34 0.41 0.48 0.64 0.87
0.22 0.24 0.24 0.26 0.29 0.33 0.36 0.40 0.48 0.58 0.80 1.09
5 ft. 0 in. 0.28 0.29 0.30 0.31 0.34 0.37 0.40 0.43 0.51 0.59 0.80 1.08
0.28 0.29 0.30 0.33 0.37 0.41 0.45 0.49 0.60 0.72 1.00 1.37
6 ft. 0 in. 0.33 0.35 0.36 0.38 0.41 0.44 0.48 0.51 0.61 0.71 0.97 1.30
0.34 0.35 0.36 0.39 0.44 0.49 0.54 0.59 0.72 0.87 1.20 1.64
7 ft. 0 in. 0.39 0.40 0.41 0.44 0.47 0.52 0.55 0.60 0.71 0.83 1.13 1.52
0.39 0.41 0.43 0.46 0.51 0.58 0.63 0.69 0.84 1.01 1.41 1.92
8 ft. 0 in. 0.44 0.46 0.47 0.50 0.54 0.59 0.63 0.68 0.81 0.95 1.29 1.73
0.45 0.47 0.49 0.52 0.59 0.66 0.72 0.79 0.96 1.16 1.61 2.19
9 ft. 0 in. 0.50 0.52 0.53 0.56 0.61 0.66 0.71 0.77 0.92 1.07 1.45 1.95
0.50 0.53 0.55 0.59 0.66 0.74 0.81 0.89 1.08 1.30 1.81 2.46
10 ft. 0 in. 0.56 0.58 0.59 0.63 0.68 0.74 0.79 0.85 1.02 1.19 1.61 2.17
0.56 0.59 0.61 0.65 0.74 0.82 0.90 0.99 1.20 1.44 2.01 2.74
Section Modulus Required for Trapeze Members (in.3)
Channel Size
PS-200
15⁄8" x 15⁄8" x 12 ga.
PS-150
15⁄8" x 27⁄16" x 12 ga.
PS-100
15⁄8" x 31⁄4" x 12 ga.
Sect.
Mod. (in3)
.202
.391
.628
Channel Size
Sect.
Mod. (in3)
1.153
1.716
PS-150 2T3
15⁄8" x 47⁄8" x 12 ga.
PS-100 2T3
15⁄8" x 61⁄2" x 12 ga.
www.power-strut.com
Technical Data
163
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Electrical Metallic Tubing Data
Application Engineering Data – Conduit Spacings
Spacings in inches between centers of conduits. The light face figures are the minimum dimensions to provide clearance between locknuts. The more liberal spacings
printed in bold face type should be used whenever possible.
Nom. Size
EMT Conduit
OD
Conduit
Conduit
Wt. lbs./ft
Approx. Max Wt. (lbs.ft.) Con-
duit and Conductor
Not Lead Covered
1⁄20.706 0.29 0.54
3⁄40.922 0.45 1.16
1 1.163 0.65 1.83
11⁄41.510 0.96 2.96
11⁄21.740 1.11 3.68
2 2.197 1.41 4.45
21⁄22.875 2.15 6.41
3 3.500 2.60 9.30
31⁄24.000 3.25 12.15
4 4.500 3.90 15.40
Size Size
1⁄2"
3⁄4"1"1
1⁄4"1
1⁄2"2"2
1⁄2"3"3
1⁄2"4"4
1⁄2"5" 6"
1⁄2"13⁄16 –
–
–
–
–
–
–
–
–
–
–
–
13⁄8
3⁄4"15⁄16 17⁄16
11⁄215⁄8
1" 11⁄215⁄813⁄4
13⁄417⁄82
11⁄4"13⁄417⁄822
1⁄4
21
1⁄821⁄421⁄2
11⁄2"115⁄16 21⁄16 23⁄16 27⁄16 29⁄16
21⁄821⁄423⁄825⁄823⁄4
2" 23⁄16 25⁄16 21⁄223⁄427⁄831⁄8
23⁄821⁄223⁄433
1⁄833⁄8
21⁄2"27⁄16 29⁄16 23⁄433
1⁄833⁄835⁄8
25⁄823⁄433
1⁄433⁄835⁄84
3" 213⁄16 215⁄16 31⁄16 35⁄16 37⁄16 33⁄444
5⁄16
33
1⁄833⁄835⁄833⁄444
3⁄843⁄4
31⁄2"31⁄831⁄433⁄835⁄833⁄441⁄16 45⁄16 45⁄8415⁄16
33⁄831⁄235⁄837⁄844
3⁄845⁄855
3⁄8
4" 37⁄16 39⁄16 311⁄16 315⁄16 41⁄16 43⁄845⁄8415⁄16 51⁄459⁄16
33⁄437⁄844
1⁄443⁄843⁄455
3⁄855⁄86
41⁄2"33⁄437⁄844
1⁄443⁄845⁄847⁄851⁄459⁄16 57⁄861⁄8
44
1⁄841⁄441⁄243⁄455
1⁄455⁄866
1⁄461⁄2
5" 41⁄841⁄443⁄845⁄843⁄455
1⁄459⁄16 57⁄863⁄16 61⁄2613⁄16
43⁄841⁄245⁄847⁄855
3⁄855⁄866
1⁄465⁄877
1⁄4
6" 43⁄447⁄855
1⁄453⁄855⁄857⁄863⁄16 61⁄2613⁄16 71⁄877⁄16 81⁄8
55
1⁄851⁄451⁄255⁄866
1⁄465⁄877
1⁄475⁄888
5⁄8
Technical Data
Power-Strut® Engineering Catalog
164
Nom. Size
Rigid
Conduit
OD
Conduit
OD
Coupling
Wt. Conduit
W/C Pkg.
lbs./ft
Approx. Max Wt.(lbs./ft.)
Conduit and Conductor
Lead
Covered
Not Lead
Covered
1⁄2" 0.840 1.010 0.80 1.17 1.04
3⁄4" 1.050 1.250 1.09 1.75 1.40
1" 1.315 1.525 1.65 2.62 2.35
11⁄4" 1.660 1.869 2.15 4.31 3.58
11⁄2" 1.900 2.155 2.58 5.89 4.55
2" 2.375 2.650 3.52 8.53 7.21
21⁄2" 2.875 3.250 5.67 11.51 10.22
3" 3.500 3.870 7.14 16.51 14.51
31⁄2" 4.000 4.500 8.60 19.05 17.49
4" 4.500 4.875 10.00 24.75 21.48
5" 5.563 6.000 13.20 35.87 30.83
6" 6.625 7.200 17.85 50.69 43.43
1 Cubic ft. of water weighs 62.35 lbs.
1 Gallon US weighs 8.335 lbs.
Steel Rigid Conduit Data
Intermediate Metal Conduit Data
Maximum weight equals weight of rigid conduit plus weight of heaviest conductor combintion as
specified by the 1996 edition of the "National Electric Code Handbook."
Nom. Size
Rigid
Conduit
OD
Conduit
OD
Coupling
Wt. Conduit
W/C Pkg. lbs./
ft
Approx. Max Wt.(lbs./ft.)
Conduit and Conductor
Lead
Covered
Not Lead
Covered
1⁄2" 0.815 1.010 0.60 0.97 0.84
3⁄4" 1.029 1.250 0.82 1.48 1.13
1" 1.290 1.525 1.16 2.13 1.86
11⁄4" 1.638 1.869 1.50 3.66 2.93
11⁄2" 1.883 2.115 1.82 5.13 3.79
2" 2.360 2.650 2.42 7.43 6.11
21⁄2" 2.857 3.250 4.28 10.12 8.83
3" 3.476 3.870 5.26 14.63 12.63
31⁄2" 3.971 4.500 6.12 16.57 15.01
4" 4.466 4.875 6.82 21.57 18.30
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Technical Data
165
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Steel Pipe Data – Schedule 40 & 80
Nominal
Pipe Size Sch. No. O.D. Wall
Thick Wt./Ft. Wt. of
Water/Ft
3⁄8"40 0.675 0.091 0.567 0.083
80 0.126 0.738 0.061
1⁄2"40 0.840 0.109 0.850 0.132
80 0.147 1.087 0.101
3⁄4"40 1.050 0.133 1.130 0.230
80 0.154 1.473 0.186
1" 40 1.315 0.133 1.678 0.374
80 0.179 2.171 0.311
11⁄4"40 1.660 0.140 2.272 0.647
80 0.199 2.996 0.555
11⁄2"40 1.900 0.145 2.717 0.882
80 0.200 3.631 0.765
2" 40 2.375 0.154 3.652 1.452
80 0.218 5.022 1.279
21⁄2"40 2.875 0.203 5.790 2.072
80 0.276 7.660 1.834
3" 40 3.500 0.216 7.570 3.200
80 0.300 10.250 2.860
31⁄2"40 4.000 0.226 9.110 4.280
80 0.318 12.510 3.850
4" 40 4.500 0.237 10.790 5.510
80 0.337 14.980 4.980
5" 40 5.563 0.258 14.620 8.660
80 0.375 20.780 7.870
6" 40 6.625 0.280 18.970 12.510
80 0.432 28.570 11.290
8" 40 8.625 0.322 28.550 21.600
80 0.500 43.390 19.800
10" 40 10.750 0.365 40.480 34.100
80 0.593 64.400 31.100
12" 40 12.750 0.406 53.600 48.500
80 0.687 88.600 44.000
14" 40 14.000 0.437 63.000 58.500
80 0.750 107.000 51.200
16" 40 16.000 0.500 83.000 76.500
80 0.843 137.000 69.700
18" 40 18.000 0.563 105.000 97.200
80 0.937 171.000 88.500
20" 40 20.000 0.593 123.000 120.400
80 1.031 209.000 109.400
24" 40 24.000 0.687 171.000 174.200
80 1.218 297.000 158.200
30" 20 30.000 0.500 158.000 286.000
36" API 36.000 0.500 190.000 417.000
Technical Data
Power-Strut® Engineering Catalog
166
Spacing of Hangers for Steel Pipe
The above spacing and capacities are based on pipe filled with water.
Additional valves and fittings increase the load and therefore closer hanger spacing is required.
* Many codes and specifications state “pipe hangers must be spaced every 10 ft., regardless of size”.
Follow local specifications.
Spacing of Hangers for Copper Tubing
Tubing Size 1⁄2 3⁄411
1⁄411⁄222
1⁄233
1⁄245681012
Span in Ft. 6 8 8 10 10 10 12 12 12 12 12 14 14 18 19
Nominal Pipe
Size, Inches
1⁄23⁄411
1⁄411⁄222
1⁄233
1⁄24 5 6 8 10 12 14 16 18 20 24
Maximum
Span, Ft.* 5 6 7 7 9 1011121314161719 2 232527283032
Recommended
Hanger Rod
Sizes
3⁄83⁄83⁄83⁄83⁄83⁄81⁄21⁄21⁄25⁄85⁄83⁄47⁄87⁄87⁄8111
1⁄411⁄2 or
Trapeze
Copper Tube Data
Type L
Tube
Size
Nom
O.D.
Tubing
O.D. Wall
Thick
Wt./Ft.
Lbs.
Wt. of
Water/
Ft.
Lbs.
1⁄4"3⁄8" 0.375 0.030 0.126 0.034
3⁄8"1⁄2" 0.500 0.035 0.198 0.062
1⁄2"5⁄8" 0.625 0.040 0.285 0.100
5⁄8"3⁄4" 0.750 0.042 0.362 0.151
3⁄4"7⁄8" 0.875 0.045 0.455 0.209
1" 11⁄8" 1.125 0.050 0.655 0.357
11⁄4"1
3⁄8" 1.375 0.055 0.884 0.546
11⁄2"1
5⁄8" 1.625 0.060 1.140 0.767
2" 21⁄8" 2.125 0.070 1.750 1.341
21⁄2"2
5⁄8" 2.625 0.080 2.480 2.064
3" 31⁄8" 3.125 0.090 3.330 2.949
31⁄2"3
5⁄8" 3.625 0.100 4.290 3.989
4" 41⁄8" 4.125 0.110 5.380 5.188
5" 51⁄8" 5.125 0.125 7.610 8.081
6" 61⁄8" 6.125 0.140 10.200 11.616
8" 81⁄8" 8.125 0.200 19.290 20.289
10" 101⁄8" 10.125 0.250 30.100 31.590
12" 121⁄8" 12.125 0.280 40.400 45.426
Type K
Tube
Size
Nom
O.D.
Tubing
O.D. Wall
Thick
Wt./Ft.
Lbs.
Wt. of
Water/
Ft.
Lbs.
1⁄4"3⁄8" 0.375 0.035 0.145 0.032
3⁄8"1⁄2" 0.500 0.005 0.269 0.055
1⁄2"5⁄8" 0.625 0.049 0.344 0.094
5⁄8"3⁄4" 0.750 0.049 0.418 0.144
3⁄4"7⁄8" 0.875 0.065 0.641 0.188
1" 11⁄8" 1.125 0.065 0.839 0.337
11⁄4"1
3⁄8" 1.375 0.065 1.040 0.527
11⁄2"1
5⁄8" 1.625 0.072 1.360 0.743
2" 21⁄8" 2.125 0.083 2.060 1.310
21⁄2"2
5⁄8" 2.625 0.095 2.920 2.000
3" 31⁄8" 3.125 0.109 4.000 2.960
31⁄2"3
5⁄8" 3.625 0.120 5.120 3.900
4" 41⁄8" 4.125 0.134 6.510 5.060
5" 51⁄8" 5.125 0.160 9.670 8.000
6" 61⁄8" 6.125 0.192 13.870 11.200
8" 81⁄8" 8.125 0.271 25.900 19.500
10" 101⁄8" 10.125 0.338 40.300 30.423
12" 121⁄8" 12.125 0.405 57.800 43.675
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Technical Data
167
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
PVC Plastic Pipe Data – Schedule 40 & 80
Spacing of Hangers for PMC Plastic Pipe
Nom.
Tube
Size
Sch.
No. O.D. Wall
Thick
Wt./Ft.
Lbs.
Wt. of
Water/
Ft.Lbs.
1⁄8"40 0.405 0.068 0.043 0.025
80 0.095 0.055 0.016
1⁄4"40 0.540 0.088 0.074 0.045
80 0.119 0.094 0.031
3⁄8"40 0.675 0.091 0.100 0.083
80 0.126 0.129 0.061
1⁄2"40 0.840 0.109 0.150 0.132
80 0.147 0.150 0.101
3⁄4"40 1.050 0.113 0.199 0.230
80 0.154 0.259 0.186
1" 40 1.315 0.133 0.295 0.374
80 0.179 0.382 0.311
11⁄4"40 1.660 0.140 0.400 0.647
80 0.191 0.527 0.555
11⁄2"40 1.990 0.145 0.478 0.882
80 0.200 0.639 0.765
2" 40 2.375 0.154 0.643 1.452
80 0.218 0.884 1.279
Sch. 40 Support Spacings in Feet at Temperatures Shown Above
Pipe Size 20°F 40°F 60°F 80°F 100°F 110°F 120°F 130°F 140°F 150°F
1⁄2"– 3⁄4" 5.00 4.75 4.50 4.25 4.00 3.75 3.33 3.00 2.66 2.00
1"– 11⁄4" 5.50 5.25 5.00 4.66 4.33 4.00 3.75 3.33 2.80 2.25
11⁄2" – 2" 5.80 5.50 5.25 5.00 4.66 4.33 3.80 3.50 3.00 2.50
21⁄2" 6.66 6.33 6.00 5.50 5.25 4.80 4.50 4.00 3.50 2.80
3" 6.80 6.50 6.25 5.80 5.50 5.25 4.75 4.25 3.66 3.00
4" 7.33 7.00 6.50 6.25 5.80 5.50 5.00 4.50 3.80 3.25
6" 7.80 7.50 7.00 6.80 6.33 5.80 5.33 4.80 4.25 3.50
Nom.
Tube
Size
Sch.
No. O.D. Wall
Thick
Wt./Ft.
Lbs.
Wt. of
Water/
Ft.Lbs.
21⁄2"40 2.875 0.203 1.020 2.072
80 0.276 1.350 1.834
3" 40 3.500 0.216 1.333 3.200
80 0.300 1.804 2.860
31⁄2"40 4.000 0.226 1.598 4.280
80 0.318 2.195 3.850
4" 40 4.500 0.237 1.899 5.510
80 0.337 2.636 4.980
5" 40 5.563 0.258 2.770 8.660
80 0.375 4.126 7.870
6" 40 6.625 0.280 3.339 12.150
80 0.432 5.028 11.290
8" 40 8.625 0.322 5.280 21.600
80 0.500 8.023 19.800
10" 40 10.750 0.366 7.505 34.100
80 0.593 11.894 31.100
12" 40 12.750 0.406 10.023 48.500
80 0.687 16.365 44.000
Sch. 40 Support Spacings in Feet at Temperatures Shown Above
Pipe Size 20°F 40°F 60°F 80°F 100°F 110°F 120°F 130°F 140°F 150°F
1⁄2" – 3⁄4" 5.75 5.50 5.25 4.80 4.50 4.33 3.80 3.50 3.00 2.50
1" 6.33 6.00 5.75 5.33 5.00 4.60 4.33 3.80 3.33 2.75
11⁄4" – 11⁄2" 6.66 6.33 6.00 5.66 5.25 4.80 4.50 4.00 3.50 3.00
2" 7.00 6.50 6.25 6.00 5.50 5.12 4.75 4.33 3.66 3.12
21⁄2" 7.80 7.50 7.00 6.66 6.33 5.80 5.33 4.75 4.25 3.33
3" 8.20 7.75 7.33 7.00 6.50 6.00 5.50 5.00 4.33 3.50
4" 8.66 8.25 7.80 7.33 6.80 6.33 5.80 5.25 4.66 3.75
6" 9.80 9.33 8.80 8.33 7.80 7.33 6.50 6.00 5.12 4.25
Technical Data
Power-Strut® Engineering Catalog
168
Cast Iron Pipe Data
Mechanical Joint Pipe Class 150. Approximately same weight for Bell &
Spigot. Flange cast iron pipe add weight of flanges.
Spacing of Hangers for glass pipe support every 8-10 ft. Pad all hangers.
Use only clevis or trapeze, do not tie down pipe.
Load Carrying Capacities of Threaded Hot Rolled Steel Rod
Nom.
Tube
Size
Class O.D. Wall
Thick
Wt./
Ft.
Wt. of
Water
Ft. Lbs.
3" 150 3.96 0.32 12.20 3.73
4" 150 4.80 0.35 16.40 5.72
6" 150 6.90 0.38 25.70 12.80
8" 150 9.05 0.41 36.70 23.10
10" 150 11.10 0.44 48.70 35.50
12" 150 13.20 0.48 62.90 51.00
14" 150 15.30 0.51 78.80 69.30
16" 150 17.40 0.54 95.00 90.30
18" 150 19.50 0.58 114.70 114.00
20" 150 21.60 0.62 135.90 141.50
24" 150 25.80 0.73 190.40 201.00
30" 150 32.00 0.85 277.30 312.00
36" 150 38.30 0.94 368.90 449.00
42" 150 44.50 1.05 479.10 612.00
48" 150 50.80 1.14 595.20 803.00
Nominal
Rod Dia.
Root Area
Sq. (In.)
Maximum Safe
Load, Pounds
650° (lbs.)
3⁄8" 0.068 730
1⁄2" 0.126 1,350
5⁄8" 0.202 2,160
3⁄4" 0.302 3,230
7⁄8" 0.419 4,480
1" 0.552 5,900
Nom. Pipe
Size O.D Wall
Thick
Wt./Ft.
Lbs.
Wt. of
Water/Ft.
Lbs.
11⁄2" 1.84 0.12 0.64 0.89
2" 2.34 0.14 0.94 1.45
3" 3.41 0.17 1.60 3.19
4" 4.53 0.20 2.60 5.79
6" 6.66 0.24 4.70 12.78
Heavy Schedule
1" 1.31 0.16 0.60 0.35
11⁄2" 1.84 0.17 0.87 0.76
2" 2.34 0.17 1.10 1.36
3" 3.41 0.20 2.00 3.06
4" 4.53 0.26 3.40 5.44
6" 6.66 0.33 6.30 12.42
Threaded Rod Loads
for Structural Applications
(Based on AISC, Steel Construction Manual,
ASD, 9th Edition. Per AISC, Allowed
Tensile Stress = 0.33 * Fu)
Nominal
Dia.
Nominal Area
In2
Allowed
Tension Load
Lbs
1»40.049 840
3»80.110 1,890
7»16 0.150 2,570
1»20.196 3,360
5»80.307 5,260
3»4 0.442 7,580
7»80.601 10,310
1 0.785 13,470
Conforming To ASTM A575 And A576
Low Carbon Steel
Fy = 32,000 psi minimum
Ft = 52,000 psi minimum
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Technical Data
169
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⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
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"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
I-Beam - "W" Shape
Depth of
Section
Wt/
Foot
Flange
Width
Avg.
Flange
12"
(Cont.)
79 121⁄8" 0.735"
87 0.810"
96 0.900"
106 121⁄4" 0.990"
120 123⁄8" 1.105"
136 1.250"
152 121⁄2" 1.400"
190 125⁄8" 1.735"
14"
22 5" 0.335"
26 0.420"
30 63⁄4" 0.385"
34 0.455"
38 0.515"
43 8" 0.530"
48 0.595"
53 0.660"
61 10" 0.645"
68 0.720"
74 101⁄8" 0.785"
82 0.855"
90 141⁄2" 0.710"
99 145⁄8" 0.780"
109 0.860"
120 0.940"
132 143⁄4" 1.030"
145 151⁄2" 1.090"
159 155⁄8" 1.190"
176 1.310"
193 153⁄4" 1.440"
211 1.560"
233 157⁄8" 1.720"
257 16" 1.890"
283 161⁄8" 2.070"
311 161⁄4" 2.260"
342 163⁄8" 2.470"
370 161⁄2" 2.660"
398 165⁄8" 2.845"
426 163⁄4" 3.035"
16"
26 51⁄2" 0.345"
31 0.440"
36 7" 0.430"
40 0.505"
45 0.565"
50 71⁄8" 0.630"
57 0.715"
67 101⁄4" 0.665"
77 0.760"
89 103⁄8" 0.875"
Depth of
Section
Wt/
Foot
Flange
Width
Avg.
Flange
5" 16 5" 0.360"
19 0.430"
6"
12 4" 0.280"
16 4" 0.405"
20 6" 0.365"
25 0.455"
8"
13 4" 0.255"
15 0.315"
18 51⁄4" 0.330"
21 0.400"
24 61⁄2" 0.400"
28 0.465"
31 8" 0.435"
35 0.495"
40 81⁄8" 0.560"
48 0.685"
58 81⁄4" 0.810"
67 0.935"
10"
15 4" 0.270"
17 0.330"
19 0.395"
22 53⁄4" 0.360"
26 0.440"
30 0.510"
33 8" 0.435"
39 0.530"
45 0.620"
49 10" 0.560"
54 0.615"
60 101⁄8" 0.680"
68 0.770"
77 101⁄4" 0.870"
88 0.990"
100 103⁄8" 1.120"
112 1.250"
12"
16 4" 0.265"
19 0.350"
22 0.425"
26 61⁄2" 0.380"
30 0.440"
35 65⁄8" 0.520"
40 8" 0.515"
45 0.575"
50 81⁄8" 0.640"
53 10" 0.575"
58 0.640"
65 12" 0.605"
72 0.670"
Depth of
Section
Wt/
Foot
Flange
Width
Avg.
Flange
18"
40 0.525"
46 0.605"
50 71⁄2" 0.570"
55 0.630"
60 0.695"
65 75⁄8" 0.750"
71 0.810"
76 11" 0.680"
86 111⁄8" 0.770"
97 0.870"
106 111⁄4" 0.940"
119 1.060"
21"
44 61⁄2" 0.450"
50 0.535"
57 0.650"
62 81⁄4" 0.615"
68 0.685"
73 0.740"
83 83⁄8" 0.835"
93 0.930"
111 123⁄8" 0.875"
122 0.960"
147 121⁄2" 1.150"
24"
55 7" 0.505"
62 0.590"
68 9" 0.585"
76 0.680"
84 0.770"
94 91⁄8" 0.875"
104 123⁄4" 0.750"
117 0.850"
131 127⁄8" 0.960"
146 1.090"
162 13" 1.220"
27"
84 10" 0.640"
94 0.745"
102 0.830"
114 101⁄8" 0.930"
146 14" 0.975"
161 1.080"
178 141⁄8" 1.190"
30"
99 101⁄2" 0.670"
108 0.760"
116 0.850"
124 0.930"
132 1.000"
173 15" 1.065"
191 1.185"
211 151⁄8" 1.315
DEPTH
OF
SECTION
AVERAGE
THICKNESS
OF FLANGE
FLANGE
WIDTH
Technical Data
Power-Strut® Engineering Catalog
170
Channels – American Standard I-Beams – “S” Shape
DEPTH
OF
SECTION
AVERAGE
THICKNESS
OF FLANGE
FLANGE
WIDTH
DEPTH
OF
SECTION
AVERAGE
THICKNESS
OF FLANGE
FLANGE
WIDTH
Depth of
Section
Weight/
Foot
Flange
Width
Avg. Flange
Thickness
3"
4.10 13⁄8"
0.273"5.00 11⁄2"
6.00 15⁄8
4" 5.40 15⁄8"0.296"
7.25 13⁄4"
5" 6.70 13⁄4"0.320"
9.00 17⁄8"
6"
8.20 17⁄8"
0.343"10.50 2"
13.00 21⁄8
7"
9.80 21⁄8"
0.366"12.25 21⁄4"
14.75
8"
11.50 21⁄4"
0.390"13.75 23⁄8"
18.75 21⁄2"
9"
13.40 23⁄8"
0.413"15.00 21⁄2"
20.00 25⁄8"
10"
15.30 25⁄8"
0.436"
20.00 23⁄4"
25.00 27⁄8"
30.00 3"
12"
20.70 3" 0.501"25.00
30.00 31⁄8"
15"
33.90 33⁄8"
0.650"40.00 31⁄2"
50.00 33⁄4"
18"
42.70 4" 0.625"45.80
51.90 41⁄8"
Depth of
Section
Weight/
Foot
Flange
Width
Avg. Flange
Thickness
3" 5.70 23⁄8"0.260"
7.50 21⁄2"
4" 7.70 25⁄8"0.293"
9.50 23⁄4"
5" 10.00 3" 0.326"
14.75 31⁄4"
6" 12.50 33⁄8"0.359"
17.25 35⁄8"
7" 15.30 35⁄8"0.392"
20.00 37⁄8"
8" 18.40 4" 0.426"
23.00 41⁄8"
10" 25.40 45⁄8"0.491"
35.00 5"
12"
31.80 5" 0.544"
35.00 51⁄8"
40.80 51⁄4"0.659"
50.00 51⁄2"
15" 42.90 51⁄2"0.622"
50.00 55⁄8"
18" 54.70 6" 0.691
70.00 61⁄4"
20"
66.00 61⁄4"0.795
75.00 63⁄8"
86.00 7" 0.920
96.00 71⁄4"
24"
80.00 7"
0.87190.00 71⁄8"
100.00 71⁄4"
106.00 77⁄8"1.090
121.00 8"
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Technical Data
171
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⁄
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⁄
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1
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"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
English to Metric Metric to English
To Convert From To Multiply
By To Convert From To Multiply
By
Length
Inch [in] Millimeter [mm] 25.400 000 Millimeter [mm] Inch [in] 0.039 370
Foot [ft] Meter [m] 0.304 800 Meter [m] Foot [ft] 3.280 840
Yard [yd] Meter [m] 0.914 400 Meter [m] Yard [yd] 1.093 613
Mile (U.S. Statute) [mi] Kilometer [km] 1.609 347 Kilometer [km] Mile (U.S. Statute) [mi] 0.621 370
Area
Square Inch [in2] Square Millimeter [mm2]645.16 Square Millimeter [mm2] Square Inch [in2]0.001550
Square Foot [ft2] Square Meter [m2]0.092 903 Square Meter [m2] Square Foot [ft2]10.763 915
Square Yard [yd2] Sqare Meter [m2]0.836 127 Sqare Meter [m2] Square Yard [yd2]1.195 991
Square Mile [mi2]
(U.S. Statute) Square Kilometer [km2]2.589 998 Square Kilometer [km2]Square Mile [mi2]
(U.S. Statute) 0.386 101
Acre Square Meter [m2]4,046.873 Square Meter [m2] Acre 0.000 247
Acre Hectare
0.404 687 Hectare Acre 2.471 046
Volume
Cubic Inch [in3] Cubic Millimeter [mm3]16,387.06 Cubic Millimeter [mm3] Cubic Inch [in3]0.000061
Cubic Foot [ft3] Cubic Meter [m3]0.028 317 Cubic Meter [m3] Cubic Foot [ft3]35.314 662
Cubic Yard [yd3] Cubic Meter [m3]0.764 555 Cubic Meter [m3] Cubic Yard [yd3]1.307 950
Gallon (U.S. Liquid) [gal] Litre [l] 3.785 412 Litre [l] Gallon (U.S. Liquid) [gal] 0.264 172
Quart (U.S. Liquid) [qt] Litre [l] 0.946 353 Litre [l] Quart (U.S. Liquid) [qt] 1.056 688
Mass
Ounce (Avoirdupois) [oz] Gram [g] 28.349 520 Gram [g] Ounce (Avoirdupois) [oz] 0.035 274
Pound (Avoirdupois) [lb] Kilogram [kg] 0.453 592 Kilogram [kg] Pound (Avoirdupois) [lb] 2.204 624
Short Ton Kilogram [kg] 907.185 Kilogram [kg] Short Ton 0.00110
Force
Ounce-Force Newton [N] 0.278 014 Newton [N] Ounce-Force 3.596 941
Pound-Force [lbf] Newton [N] 4.448 222 Newton [N] Pound-Force [lbf] 0.224 809
Bending Moment
Pound-Force-Inch [lbf-in] Netwon-Meter [N-m] 0.112 985 Netwon-Meter [N-m] Pound-Force-Inch [lbf-in] 8.850 732
Pound-Force-Foot [lbf-ft] Newton-Meter [N-m] 1.355 818 Newton-Meter [N-m] Pound-Force-Foot [lbf-ft] 0.737 562
Pressure, Stress
Pound-Force per
Square Inch [lbf/in2]Kilopascal [kPa] 6.894 757 Kilopascal [kPa] Pound-Force per
Square Inch [lbf/in2]0.145 038
Foot of Water (39.2 F) Kilopascal [kPa] 2.988 980 Kilopascal [kPa] Foot of Water (39.2 F) 0.334 562
Inch of Mercury (32 F) Kilopascal [kPa] 3.386 380 Kilopascal [kPa] Inch of Mercury (32 F) 0.295 301
Energy, Work, Heat
Foot-Pound-Force [ft-lbf] Joule [J] 1.355 818 Joule [J] Foot-Pound-Force [ft-lbf] 0.737 562
British Thermal Unit [Btu] Joule [J] 1,055.056 Joule [J] British Thermal Unit [Btu] 0.000948
Calorie [cal] Joule [J] 4.186 800 Joule [J] Calorie [cal] 0.238 846
Kilowatt Hour [kW-h] Joule [J] 3,600,000 Joule [J] Kilowatt Hour [kW-h] 2.78-7
Power
Foot-Pound-Force
/Second [ft-lbs/s] Watt [W] 1.355 818 Watt [W] Foot-Pound-Force
/Second [ft-lbs/s] 0.737 562
British Thermal Unit
/Hour [Btu/h] Watt [W] 0.293 071 Watt [W] British Thermal Unit
/Hour [Btu/h] 3.412 142
Horsepower
(550 Ft. Lbf/s) [hp] Kilowatt [kW] 0.745 700 Kilowatt [kW] Horsepower
(550 Ft. Lbf/s) [hp] 1.341 022
Angle
Degree Radian [rad] 0.017 453 Radian [rad] Degree 57.295 788
Temperature
Degree Fahrenheit [F] Degree Celsius [C] (F° -32)/1.8 Degree Celsius [C] Degree Fahrenheit [F] 1.8xC°+32
Unit Conversions
Technical Data
Power-Strut® Engineering Catalog
172
Part Number Index
3LSH6XSSRUW±0RXQWHG3RO\FDUERQDWH%DVH ................................111
6SDFHU56SDFHU±6SDFHUIRU0RGHODQG0RGHO5 ...........113
&6%6WKUX%6±(OHYDWHG6XSSRUW3RO\FDUERQDWH%DVH ...110
&6%6±0RXQWHG6XSSRUW3RO\FDUERQDWH%DVH ......................110
6%+6%+6%+6%+'±6LQJOH%DVH7UDSH]H ............... 115
55±0RXQWHGZLWK5ROOHU3RO\FDUERQDWH%DVH ..........................111
5$+5$+±(OHYDWHG6XSSRUWZLWK5ROOHU6WHHO%DVH ..........113
5$+5$+5$+5$+±
(OHYDWHG6XSSRUWZLWK5ROOHU3RO\FDUERQDWH%DVH ......................112
'6'6'6'%'6±'RXEOH%DVH'XFW6XSSRUW .................117
'6$'6$±'RXEOH%DVH'XFW6XSSRUW ........................................117
+%DVH+%DVH+%DVH±6WHHO%DVH .....................................114
++++±'RXEOH%DVH7UDSH]H .......................................116
+'%+'%±+HDY\'XW\'RXEOH%DVH7UDSH]H ........................116
%6%6±(OHYDWHG6XSSRUW6WHHO%DVH ...............................111
38»±)LEHUJODVV)LWWLQJ ................................................. 144
38»±)LEHUJODVV)LWWLQJ ................................................. 144
38»±)LEHUJODVV)LWWLQJ ................................................. 144
38»±)LEHUJODVV)LWWLQJ ................................................. 144
38±)LEHUJODVV)LWWLQJ ............................................................ 144
38±)LEHUJODVV)ODW)LWWLQJ ..................................................... 143
3863±)LEHUJODVV)LWWLQJ ...................................................... 144
38±)LEHUJODVV)LWWLQJ ............................................................ 144
38±)LEHUJODVV&OHYLV)LWWLQJ ................................................. 142
3838$38%38±
Fiberglass Fitting .......................................................................... 144
3863±)LEHUJODVV&KDQQHO6SDFHUV ...................................... 145
WKUX±+DQG/D\8S&OHYLV+DQJHUV .................... 151
WKUX±7KUHDGHG5RG .............................................. 152
WKUX±)LEHUJODVV$GMXVWDEOH3LSH&ODPSV .......... 145
WKUX±$.RQQHFWRU5RG&RXSOHUV ........................ 152
WKUX±6DGGOH&OLSV ............................................... 150
±6WRS/RFN$VVHPEOLHV ..................... 150
(WKUX(±)ODW:DVKHUV ......................................................... 149
38WKUX38±+H[1XWV ........................................................... 149
38±)LEHUJODVV+H[)ODQJH%ROWV .................................................. 148
38&1WKUX38&138&1WKUX38&1±
Standard Duty Channel Nuts ........................................................ 150
38WKUX38±+H[)ODQJH1XWV ............................................... 149
38±)LEHUJODVV+H[%ROWV .............................................................. 148
38%&38%±0ROGHG%HDP&ODPSV .................................... 151
38%&&/3»±%HDP&OLS ........................................................ 151
38&1+'WKUX38&1+'38&10+'WKUX38&10+'±
Heavy Duty Channel Nuts ............................................................ 150
9WKUX9±9LQ\O(VWHU6TXDUH1XWV ........................................ 149
9±9LQ\O(VWHU6TXDUH+HDG%ROWV ................................................. 149
1±'XUDFODPS&&ODPSV ............................................................... 152
(±)LEHUJODVV&KDQQHO&DSSLQJ6WULS .................................... 147
1$50167$±3RZHU5DFN6WDQFKLRQV .................................... 153
39(±)LEHUJODVV6WDQGDUG&KDQQHO ........ 139
39±)LEHUJODVV%DFNWR%DFN&KDQQHO .................... 139
39(±
)LEHUJODVV6ORWWHG&KDQQHO[»+ROHV ................................ 139
39(±
Fiberglass Channel With Concrete Inserts ................................... 139
39±)LEHUJODVV6WDQGDUG&KDQQHO .......................... 139
39±)LEHUJODVV%DFNWR%DFN&KDQQHO ................... 139
39±)LEHUJODVV6ORWWHG&KDQQHO[»+ROHV ... 139
39±)LEHUJODVV&KDQQHO:LWK&RQFUHWH,QVHUWV ...... 139
39(±)LEHUJODVV6WDQGDUG&KDQQHO ........ 139
39±)LEHUJODVV%DFNWR%DFN&KDQQHO ................... 139
39(±
)LEHUJODVV6ORWWHG&KDQQHO[»+ROHV ................................ 139
39(±
Fiberglass Channel With Concrete Inserts ................................... 139
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 142
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
www.power-strut.com
Technical Data
173
1
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1
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Part Number Index
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)ODW)LWWLQJ ...................................... 143
39±)LEHUJODVV)LWWLQJ ............................................. 144
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
3/9/±)LEHUJODVV*URRYHG)LWWLQJ........................... 142
3595±)LEHUJODVV*URRYHG)LWWLQJ ......................... 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 142
3/9/±)LEHUJODVV*URRYHG)LWWLQJ........................... 143
3595±)LEHUJODVV*URRYHG)LWWLQJ ......................... 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
39±)LEHUJODVV*URRYHG)LWWLQJ .............................. 143
33»33»±)LEHUJODVV)LWWLQJ .................. 144
3333»±)LEHUJODVV)LWWLQJ ...................... 144
386TXDUH385'5RXQG
38+'»6T38+'»6T±
+HDY\'XW\3RVW%DVH .................................................................. 154
38»38»±)LEHUJODVV)LWWLQJ................ 144
38»33»±)LEHUJODVV)LWWLQJ ................. 144
38»38±)LEHUJODVV)LWWLQJ .................... 144
38»33»±)LEHUJODVV)LWWLQJ ............... 144
9%&±)DEULFDWHG%HDP&ODPSV ................................................... 150
$,&&+±&KDQQHO+DQJHUV ................................................................. 153
$,&(&±)LEHUJODVV&KDQQHO(QG&DS ............................................... 147
&KDQQHO1XWV± .................................................................................... 150
&9+38±0ROGHG&OHYLV+DQJHUV ........................................................ 151
'HFN3ODWH±6WDLQOHVV6WHHO'HFN3ODWH ...............................................113
M-RBS .................................................................................................. 108
0RGHO+0RGHO+6%0RGHO+'%0RGHO+±
3RO\FDUERQDWH%DVH......................................................................114
3WKUX3±/LJKWZHLJKW&OHYLV+DQJHU3ODLQ ............................ 82
3&7WKUX3&7±0DOOHDEOH6SOLW5LQJ
&RSSHU&RORUHG(SR[\ ................................................................... 82
3WKUX3±0DOOHDEOH6SOLW5LQJ ............................................... 82
31)3$WKUX31)3$±5LQJ+DQJHU1)3$6L]H ................... 80
3WKUX3±5LQJ+DQJHU&76L]H ............................................ 80
3WKUX3±6WDQGDUG&OHYLV+DQJHU ....................................... 81
3WKUX3±6WDQGDUG5LVHU&ODPS&RSSHU&RORUHG(SR[\ ..... 83
3WKUX3±6WDQGDUG5LVHU&ODPS .......................................... 83
3±&XVKLRQ&ODPS ......................................................................... 84
3±&RSSHU7XEH6WUXW&ODPS ........................................................ 84
33±-XQLRU'XFWLOH,URQ7RS%HDP&ODPS .......................... 81
3$±3RZHU$QJOH/LJKW'XW\»[»[JD .................. 128
3$*3±3RZHU$QJOH*XVVHW3ODWH .................................................. 128
3$5&±3RZHU$QJOH5LJLG&DVWHU ................................................... 128
3$53±3RZHU$QJOH6ORWWHG6WUDS .................................................. 128
3$6&±6ZLYHO&DVWHU ....................................................................... 128
3$61%±6HUUDWHG1XWV%ROWV ........................................................ 128
3&5±)LEHUJODVV5LJLG3LSH&ODPSV ................................................... 146
36WKUX36±)LEHUJODVV7ZR+ROH3LSH6WUDSV ..................... 146
36±5LJKW$QJOH3LSHRU&RQGXLW&ODPS .......................................... 72
36±³-´3LSHRU&RQGXLW+DQJHU ....................................................... 70
36±(=*ULS+DQJHU ....................................................................... 71
36±+H[DJRQ1XW ............................................................................. 45
36±5RGRU,QVXODWRU6XSSRUW ........................................................... 67
36±³&´&ODPS ................................................................................. 68
36±8QLYHUVDO³&´&ODPS ................................................................. 68
36±:LGH7KURDW7RS%HDP³&´&ODPS ............................................ 68
36±³&&ODPS ................................................................................. 68
367±%DFNWR%DFN&KDQQHO»[»[JD ................ 22
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV .... 22
36+±&KDQQHO»[»[JDZLWK+ROHV ....................... 22
36.±&KDQQHO»[»[JDZLWK.QRFNRXWV ............ 22
Technical Data
Power-Strut® Engineering Catalog
174
Part Number Index
366±&KDQQHO»[»[JDZLWK6ORWV ......................... 22
36±&KDQQHO»[»[JD .............................................. 22
36±5RG&RXSOLQJ .......................................................................... 46
36±/RQJ7DQJHQW³8´%ROW ............................................................. 71
36±&RQWLQXRXV7KUHDG5RG .......................................................... 46
367±%DFNWR%DFN&KDQQHO»[»[JD ................. 24
367(+±%DFNWR%DFN&KDQQHO»[»[JD
ZLWK(ORQJDWHG+ROHV ...................................................................... 24
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ... 24
36+±&KDQQHO»[»[JDZLWK+ROHV ........................ 24
36.±&KDQQHO»[»[JDZLWK.QRFNRXWV ............ 24
366±&KDQQHO»[»[JDZLWK6ORWV ......................... 24
36±&KDQQHO»[»[JD ............................................. 24
36±6FUHZ&RQFUHWH,QVHUW .......................................................... 100
367±:HOGHG&KDQQHO»[»[JD ......................... 28
367±&KDQQHO»[»[JD ...................................... 26
367(+±&KDQQHO»[»[JD
ZLWK(ORQJDWHG+ROHV ...................................................................... 28
367±:HOGHG&KDQQHO»[»[JD ......................... 28
367±:HOGHG&KDQQHO»[»[JD ......................... 28
367±:HOGHG&KDQQHO»[»[JD ......................... 28
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ..... 26
36+±&KDQQHO»[»[JDZLWK+ROHV ........................ 26
36+±&KDQQHO»[»[JDZLWK+ROHV ...................... 26
36.±&KDQQHO»[»[JDZLWK.QRFNRXWV ............. 26
363/$±:HOGHG&KDQQHO3ODWH ................................................. 29
363/&±:HOGHG&KDQQHO3ODWH ................................................. 29
366±&KDQQHO»[»[JDZLWK6ORWV .......................... 26
366%±&KDQQHO»[»[JDZLWK6ORWWHG%DFN ........... 26
36±&KDQQHO»[»[JD .............................................. 26
36±(\HOHW ...................................................................................... 48
36±/LQNHG(\HOHWZLWK6WXG .......................................................... 48
36±/LQNHG(\HOHWV ........................................................................ 48
36±(\HOHWZLWK6WXG ...................................................................... 48
36±)ODW:DVKHU ............................................................................ 45
367±%DFNWR%DFN&KDQQHO»[»[JD ................ 30
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ..... 30
36+±&KDQQHO»[»[JDZLWK+ROHV ........................ 30
36.±&KDQQHO»[»[JDZLWK.QRFNRXWV ............. 30
366±&KDQQHO»[»[JDZLWK6ORWV .......................... 30
36±&KDQQHO»[»[JD .............................................. 30
36±/RFN:DVKHU ........................................................................... 46
36±)HQGHU:DVKHU ....................................................................... 46
36±6ORW$GDSWHU ............................................................................ 46
36±&RQGXLW&ODPS ........................................................................ 72
361±&RQFUHWH,QVHUW1XWIRUXVHZLWK36 ....................... 100
36±/LJKW:HLJKW&RQFUHWH,QVHUW ................................................ 100
367±%DFNWR%DFN&KDQQHO»[»[JD ................ 32
367(+±%DFNWR%DFN&KDQQHO»[»[JD
ZLWK(ORQJDWHG+ROHV ...................................................................... 32
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ...... 32
36+±&KDQQHO»[»[JDZLWK+ROHV ......................... 32
366±&KDQQHO»[»[JDZLWK6ORWV .......................... 32
36±&KDQQHO»[»[JD ............................................... 32
36±&RQWLQXRXV&RQFUHWH,QVHUW»[» ............................. 98
367±%DFNWR%DFN&KDQQHO»[[JD ..................... 34
36(+±&KDQQHO»[[JDZLWK(ORQJDWHG+ROHV ......... 34
36+±&KDQQHO»[[JDZLWK+ROHV ............................. 34
366±&KDQQHO»[[JDZLWK6ORWV .............................. 34
36±&KDQQHO»[[JD .................................................. 34
36±&RQWLQXRXV&RQFUHWH,QVHUW»[ .................................. 99
367±%DFNWR%DFN&KDQQHO»[»[JD ................ 36
367(+±%DFNWR%DFN&KDQQHO»[»[JD
ZLWK(ORQJDWHG+ROHV ...................................................................... 36
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ... 36
36+±&KDQQHO»[»[JDZLWK+ROHV ...................... 36
366±&KDQQHO»[»[JDZLWK6ORWV ........................ 36
36±&KDQQHO»[»[JD ............................................ 36
36±&KDQQHO1XWZLWK6WXG ............................................................ 46
367±%DFNWR%DFN&KDQQHO»[»[JD ................ 38
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ... 38
36+±&KDQQHO»[»[JDZLWK+ROHV ...................... 38
366±&KDQQHO»[»[JDZLWK6ORWV ........................ 38
36±&KDQQHO»[»[JD ............................................ 38
36±&KDQQHO»[»[JD ............................................ 39
367±%DFNWR%DFN&KDQQHO»[»[JD ................. 40
36(+±&KDQQHO»[»[JDZLWK(ORQJDWHG+ROHV ... 40
366±&KDQQHO»[»[JDZLWK6ORWV ........................ 40
www.power-strut.com
Technical Data
175
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Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Part Number Index
36±&KDQQHO»[»[JD ............................................ 40
36±7ZR+ROH6SOLFH3ODWH ............................................................. 50
36±7KUHH+ROH6SOLFH3ODWH .......................................................... 50
36±7ZR+ROH(QG$QJOH ............................................................... 52
36±7ZR+ROH&RUQHU$QJOH ........................................................... 52
36±7KUHH+ROH&RUQHU$QJOH ........................................................ 52
36±7KUHH+ROH&RUQHU$QJOH ........................................................ 53
36±)RXU+ROH&RUQHU$QJOH .......................................................... 53
36±7ZR+ROH2IIVHW3ODWH&RQQHFWRU ........................................... 57
36±=6XSSRUW .............................................................................. 57
36±=6XSSRUW ............................................................................. 57
36±86XSSRUW ................................................................................ 57
36±)RXU+ROH-RLQW$QJOH&RQQHFWRU ............................................ 53
36±)LYH+ROH-RLQW$QJOH&RQQHFWRU ............................................ 53
36±7KUHH+ROH6ZLYHO3ODWH ......................................................... 50
36±7ZR+ROH6ZLYHO3ODWH ............................................................ 50
36±6TXDUH:DVKHU ....................................................................... 50
36±7ZR+ROH&RQQHFWLQJ3ODWH .................................................... 51
36±)RXU+ROH&RQQHFWLQJ3ODWH ................................................... 51
36±)RXU+ROH&RUQHU&RQQHFWRU .................................................. 54
36±6DGGOH:DVKHU ....................................................................... 58
36±7ZR+ROH&ORVHG$QJOH&RQQHFWRU ......................................... 54
36±3LSH6WRS ................................................................................ 63
36±7KUHH+ROH6SOLFH&OHYLV ........................................................ 59
36±7ZR+ROH6SOLFH&OHYLV ........................................................... 59
36±7ZR+ROH2SHQ$QJOH&RQQHFWRU ........................................... 55
36±7ZR+ROH6SOLFH&OHYLV ........................................................... 59
36±7KUHH+ROH6SOLFH&OHYLV ........................................................ 59
36±»2IIVHW=&RQQHFWRU ...................................................... 56
36±5HYHUVLEOH&KDQQHO%UDFNHW ................................................... 63
36±7\SH%(QG&DS .................................................................... 98
36±7\SH%(QG&DS ................................................................... 98
36±&KDQQHO+DQJHU ...................................................................... 92
36±&KDQQHO+DQJHU ...................................................................... 92
36±)RXU+ROH&RUQHU$QJOH .......................................................... 53
367367±:UDS$URXQG&KDQQHO%UDFNHW ....................... 63
36±)RXU+ROH'RXEOH&RUQHU&RQQHFWRU ...................................... 60
36±6L[+ROH'RXEOH&RUQHU&RQQHFWRU ........................................ 60
36±(LJKW+ROH'RXEOH&RUQHU&RQQHFWRU ..................................... 60
36±6L[+ROH7ULSOH:LQJ&RQQHFWRU .............................................. 60
36±7ZHOYH+ROH7ULSOH:LQJ&RQQHFWRU ....................................... 61
36±1LQH+ROH7ULSOH:LQJ&RQQHFWRU ........................................... 61
36±6WUXW6XVSHQVLRQ0HPEHU ...................................................... 94
36±&XS6XSSRUWIRU6WDQGDUG6LQJOH6WUXW ................................... 58
36±7KUHH+ROH86XSSRUW .......................................................... 58
36±86XSSRUW ................................................................................ 57
36±&RQFUHWH'HFN,QVHUW ............................................................ 100
36±³,´%HDP&ODPS ....................................................................... 66
36±%HDP&ODPS ........................................................................... 65
36±%HDP&ODPS ........................................................................... 66
36±»2IIVHW=&RQQHFWRU ...................................................... 56
36'±)OXRUHVFHQW)L[WXUH+DQJHU ................................................. 92
36±)OXRUHVFHQW)L[WXUH+DQJHU .................................................... 92
36'±)OXRUHVFHQW)L[WXUH+DQJHU ................................................. 92
36±)OXRUHVFHQW)L[WXUH+DQJHU .................................................... 92
36±6ORWWHG-RLQHU .......................................................................... 59
36±$OXPLQXP5DFHZD\&ORVXUH6WULS .......................................... 90
36±6LQJOH&KDQQHO%UDFNHW6XSSRUW ............................................. 63
36±7KUHH+ROH2IIVHW3ODWH&RQQHFWLRQ ....................................... 58
36±86XSSRUW ................................................................................ 57
36±=6XSSRUW .............................................................................. 57
36±&URVV3ODWH ............................................................................. 51
36±&URVV3ODWH$QJOH ................................................................... 53
36±7HH3ODWH ................................................................................. 51
36±7HH3ODWHÛ$QJOH ................................................................. 53
365RU/±$QJOH7HH3ODWH ............................................................ 53
36±)ODW$QJOH3ODWH ....................................................................... 50
36±)ODW$QJOH3ODWH ....................................................................... 50
365RU/±$QJOH3ODWH&RQQHFWRU ................................................. 53
36±86XSSRUW ................................................................................ 58
36±3RUFH$&ODPS .................................................................. 96
36±6KHOI%UDFNHW .......................................................................... 63
36±6L[+ROH86XSSRUW .............................................................. 58
36±(LJKW+ROH86XSSRUW ........................................................... 58
36±(LJKW+ROH86XSSRUW ........................................................... 58
36±+RRN5RG$VVHPEO\ ............................................................... 66
36±)ODW&RUQHU&RQQHFWRU ............................................................ 51
36±7KUHH+ROH&RUQHU$QJOH ........................................................ 53
Technical Data
Power-Strut® Engineering Catalog
176
Part Number Index
36±7KUHH+ROH&RUQHU-RLQW&RQQHFWRU ........................................ 54
36±6\PPHWULFDO)RXU+ROH&RQQHFWRU ......................................... 51
36±)RXU+ROH&RUQHU-RLQW&RQQHFWRU .......................................... 54
36±)RXU+ROH&RUQHU&RQQHFWRU .................................................. 51
365RU/±)RXU+ROH&RUQHU&RQQHFWRU........................................ 54
36±=6XSSRUW ............................................................................. 57
36±%XV'XFW&RQQHFWLRQ&OHYLV ................................................... 95
36±6ORWWHG$GMXVWPHQW$QJOH ........................................................ 52
36±6ORWWHG$GMXVWPHQW$QJOH ........................................................ 52
36±)RXU+ROH2SHQ$QJOH&RQQHFWRU .......................................... 55
36±(OHFWULFDO%R[$GDSWHU3ODWH ................................................... 95
36±)RXU+ROH&ORVHG$QJOH&RQQHFWRU ........................................ 55
36±)L[WXUH:LULQJ1LSSOH .............................................................. 90
36±6ORWWHG-RLQHU .......................................................................... 59
36±6HOI$OLJQLQJ7ZR+ROH$QJOH ................................................. 52
36±&KDQQHO+DQJHU ...................................................................... 91
367367±,QWHUORFNLQJ&KDQQHO%UDFNHW .......................... 63
36±'RXEOH&KDQQHO%UDFNHW ......................................................... 63
36±'LDJRQDO7XEH%UDFH .............................................................. 55
36±Û'LDJRQDO7XEH%UDFH ........................................................ 56
36±7ZR3LHFH+HDY\'XW\3LSH5ROOHU ........................................ 77
36±7KUHH3LHFH+HDY\'XW\3LSH5ROOHU ..................................... 77
36±(LJKW+ROH'RXEOH:LQJ&RQQHFWRU ........................................ 60
36±'RXEOH&RQQHFWRU ............................................................ 51
365RU/±6LQJOH3LSH$[OH6XSSRUW.............................................. 64
36±'RXEOH3LSH$[OH6XSSRUW ....................................................... 64
365RU/±6KHOI%UDFNHW ................................................................ 64
36±)ODW&RQQHFWRU ........................................................................ 51
36±$QJXODU³,´%HDP&ODPS ......................................................... 65
36±+HDY\'XW\%HDP&ODPS ....................................................... 67
36±:LGH7KURDW+HDY\'XW\%HDP&ODPS ................................... 67
36±6DIHW\$QFKRU6WUDS ................................................................ 67
36±)RXU+ROH6SOLFH3ODWH ............................................................ 50
36±)LYH+ROH6SOLFH3ODWH ............................................................ 50
36±7HQ+ROH'RXEOH:LQJ&RQQHFWRU .......................................... 60
36±³,´%HDP&ODPS ....................................................................... 66
36±2QH+ROH$QJOH ...................................................................... 52
365RU/±7ZR+ROH&RUQHU&RQQHFWRU ........................................ 59
36±)LYH+ROH'RXEOH:LQJ&RQQHFWRU ......................................... 60
36±7KUHH+ROH-RLQW&RQQHFWRU .................................................... 51
36±6WUXW%UDFH .............................................................................. 54
36±)LYH+ROH&RUQHU&RQQHFWRU ................................................... 54
36±=6XSSRUW ............................................................................. 57
36±86XSSRUW ................................................................................ 58
36±(LJKW+ROH*XVVHWWHG'RXEOH&RUQHU&RQQHFWRU .................... 60
36±7HQ+ROH*XVVHWWHG'RXEOH:LQJ&RQQHFWRU ......................... 60
36±86XSSRUW ................................................................................ 58
36±,QVLGH&OHYLV+DQJHU ............................................................... 59
36±(07&RQGXLW&ODPS ............................................................. 70
36±6ORWWHG-RLQHU ........................................................................ 59
36±6SOLFH&RQQHFWLRQ ................................................................. 98
36±2'7XELQJ&ODPS ............................................................... 71
36±8QLYHUVDO&ODPSIRU(07,0&*5& ................................. 70
36±2QH+ROH&ODPSIRU2'7XELQJ .......................................... 72
36±3RUFHODLQ&DEOH5DFN,QVXODWRUV ........................................... 95
36±0DSOH&DEOH6DGGOH ............................................................. 95
36±0DSOH&DEOH&ODPS .............................................................. 96
36±6TXDUH0DSOH&DEOH&ODPSV ................................................ 95
36±7ZR3LHFH3LSH5ROOHU .......................................................... 77
36±3LSH5ROOHU$VVHPEO\ ............................................................ 78
36±3LSH5ROOHU ............................................................................ 77
365RU/±6L[+ROH&RUQHU&RQQHFWRU ........................................ 54
36±7ZR+ROH&RUQHU$QJOH ....................................................... 126
36±=6XSSRUW ......................................................................... 126
36±86XSSRUW ............................................................................ 126
36±6TXDUH:DVKHU ................................................................... 125
36±7ZR+ROH6SOLFH3ODWH ......................................................... 125
36±7KUHH+ROH6SOLFH3ODWH ...................................................... 125
36±)RXU+ROH6SOLFH3ODWH ........................................................ 125
36±7ZR+ROH&RUQHU$QJOH ....................................................... 126
36±7KUHH+ROH&RUQHU$QJOH .................................................... 126
36±)RXU+ROH&RUQHU$QJOH ...................................................... 126
365RU/±)RXU+ROH6KHOI%UDFNHW ........................................... 126
36±)RXU+ROH&RUQHU$QJOH ...................................................... 126
36±7KUHH+ROH&RUQHU$QJOH .................................................... 126
36±=6XSSRUW ......................................................................... 126
36±(QG&DS .............................................................................. 124
36±)ODW$QJOH3ODWH ................................................................... 125
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Technical Data
177
1
5
⁄
8
"
7
⁄
8
"
1
⁄
2
"
1
⁄
2
"
Tech. Data Fiberglass Power-Angle Jr. Channel Unipier®Solar Components Concrete Inserts Electrical Pipe Hangers Pipe & Conduit Clamps Fittings Fasteners Metal Channel
Part Number Index
36±7HH3ODWH ............................................................................. 125
36±7KUHH+ROH&RUQHU$QJOH .................................................... 126
36±7XELQJ&ODPSV .................................................................... 126
36±&RUQHU&RQQHFWRU ................................................................. 55
36±'RXEOH&ROXPQ3RVW%DVH ................................................... 61
36±5HFHSWDFOH%R[:LWK.QRFNRXWV ..................................... 93
36±&URVV&RQQHFWRU ................................................................... 51
36±6ORWWHG&RUQHU&RQQHFWRU ..................................................... 54
365RU/±:UDS$URXQG&RUQHU&RQQHFWRU ................................ 59
36±86XSSRUW .............................................................................. 57
365RU/±)RXU+ROH&RUQHU&RQQHFWRU...................................... 60
365RU/±6LQJOH&RUQHU*XVVHWWHG&RQQHFWRU .......................... 60
36±&RUQHU$QJOH ......................................................................... 52
36±)ODW&RUQHU&RQQHFWRU .......................................................... 51
36WKUX36±:DOO/DGGHU%UDFNHW........................................ 64
36±'HJUHH6WDLU7UHDG6XSSRUW ........................................... 65
36±»'HJUHH6WDLU7UHDG6XSSRUW ...................................... 64
36±*XLGHG6TXDUH:DVKHU ........................................................ 50
36±(LJKW+ROH*XVVHWWHG'RXEOH&RUQHU&RQQHFWRU .................. 60
36±6ORWWHGÛ$QJOH .................................................................. 52
36±7ZR:KHHO7UROOH\ ................................................................ 62
36±)RXU:KHHO7UROOH\ ............................................................... 62
36±2IIVHW$GMXVWDEOH=&RQQHFWRU ........................................... 56
36±7ZR%HDULQJ/LJKW'XW\7UROOH\ ............................................. 62
36±)RXU%HDULQJ/LJKW'XW\7UROOH\ ............................................ 62
36±7UROOH\%HDP+HDY\6XSSRUWDQG7UDFN-RLQHU ................. 62
36±7UROOH\%HDP6WDQGDUG6XSSRUW ............................................ 62
36±6KHOI$WWDFKPHQW= ............................................................. 56
36±6ORWWHGÛ$QJOH .................................................................. 52
36±=6XSSRUW ........................................................................... 57
36±&RQGXLW6ZLQJ)LWWLQJ ............................................................ 93
36±%HDP&ODPS ......................................................................... 66
36±6ZLYHO$GDSWRU ...................................................................... 67
36±:RRG%HDP+DQJHU ............................................................. 66
36±:LULQJ6WXG1XW ..................................................................... 90
36±%HDP&ODPS ......................................................................... 67
36±6SDFHU&OHYLV ........................................................................ 95
36±6ZLQJ*DWH)L[WXUH+DQJHU .................................................. 91
36±6ZLQJ*DWH&KDQQHO+DQJHU ................................................ 91
36±)L[WXUH6WXG1XW .................................................................... 92
36±)L[WXUH1XW ............................................................................ 92
36±2XWOHW%R[ ............................................................................. 93
36±:LUH5HWDLQHU ........................................................................ 90
36±86XSSRUW .............................................................................. 57
36±%HDP&ODPS ......................................................................... 65
36±3XUOLQ&ODPS ......................................................................... 66
3636$±&ROXPQ$WWDFKPHQW ......................................... 68
36±8%ROW%HDP&ODPS:LWK+RRN ............................................. 65
36±'RXEOH8%HDP&ODPS ......................................................... 65
36±-XQFWLRQ%R[ ......................................................................... 93
36±-XQFWLRQ%R[&RYHU ............................................................... 93
36$±+XE$VVHPEO\ .................................................................... 93
36±,QVLGH6WUXW-RLQHU ................................................................. 94
36±,QVLGH6WUXW-RLQHU ................................................................. 94
36±³7´,QVLGH6WUXW-RLQHU ........................................................... 94
36±³(OERZ´,QVLGH6WUXW-RLQHU .................................................... 94
36±³&URVV´,QVLGH6WUXW-RLQHU .................................................... 94
36±-XQLRU&KDQQHO1XWV ........................................................... 124
36±'RXEOH&ROXPQ3RVW%DVH ................................................... 62
36±3RVW%DVH ............................................................................. 61
36±'RXEOH&ROXPQ3RVW%DVH ................................................... 61
36±7ZR+ROH6ORWWHGÛ$QJOH .................................................. 53
36±2IIVHW&RQQHFWRU ................................................................... 56
36±'RXEOH&ROXPQ3RVW%DVH ................................................... 62
36±2QH3LHFH3LSH6WUDS ........................................................... 72
36±3DUDOOHO5XQ3LSH&ODPS ....................................................... 72
36±'RXEOH&KDQQHO%UDFNHW6XSSRUW ......................................... 64
36±6ZLYHO1XW ............................................................................. 67
36±'RXEOH&RQYH\RU$GMXVWLQJ1XW ............................................ 46
36±&DEOH7UD\6WUXW%UDFNHW ....................................................... 64
36±0HUFXU\9DSRU)L[WXUH+DQJHU .............................................. 91
365RU/±6L[+ROH*XVVHWWHG&RUQHU&RQQHFWRU....................... 54
36±8QLYHUVDO&RUQHU&RQQHFWRU ................................................. 53
36±6HLVPLF5RG6WLIIHQHU ........................................................... 48
36±&RQFUHWH'HFN,QVHUW .......................................................... 100
36±3RZHU:UDS ...................................................................... 75
36±-XQLRU&KDQQHO1XWV ........................................................... 124
36±+H[+HDG&DS6FUHZ ........................................................... 45
Technical Data
Power-Strut® Engineering Catalog
178
Registered Trademarks of Power-Strut®:
“Power Angle”,
“Cush-A-Clamp”, “Cush-A-Grip”, &
“Cush-A-Therm” are Registered
Trademarks of ZSi.
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.
Part Number Index
36±6TXDUH+HDG&RQH3RLQW6HW6FUHZ .................................... 45
36±5RXQG+HDG0DFKLQH6FUHZ ................................................ 45
36±6ORWWHG+H[+HDG0DFKLQH6FUHZ ........................................ 45
36±6TXDUH1XW ............................................................................ 45
36±2YHUVL]H6TXDUH1XW ............................................................. 45
36±3ODVWLF&ORVXUH6WULS ............................................................. 99
36±'HFRUDWLYH(QG&DS .............................................................. 42
36±6WUXW6DIHW\(QG&DS ............................................................ 42
36±*UHHQ7RXFKXS6SUD\3DLQW ................................................ 42
36±$GMXVWDEOH%UDFH ................................................................... 55
36±'RXEOH$GMXVWDEOH%UDFH ...................................................... 55
36±7ZR+ROH+LQJH&RQQHFWRU ................................................... 55
36±7KUHH+ROH+LQJH&RQQHFWRU ................................................ 56
36±)RXU+ROH+LQJH&RQQHFWRU .................................................. 56
360WKUX360±&XVKD&ODPS$VVHPEO\
Omega Series ................................................................................. 75
367WKUX361±&XVKD&ODPS
$VVHPEO\3LSH7XEH6HULHV ........................................................ 74
363636±6WDQGDUG3LSH&ODPS
*5&,0&DQG6&+»6&+VWHHOSLSH ................................... 70
36;±/LJKW'XW\%HDP&ODPS ....................................................... 67
3636±(QG&DS:LWK.QRFN2XW ...................................... 90
3636±&RQGXLW&RQQHFWRU)LWWLQJ ..................................... 90
36'±6ZLQJ*DWH)L[WXUH+DQJHU ................................................ 91
36'±6ZLQJ*DWH&KDQQHO+DQJHU ............................................. 91
363664±3RVW%DVH ....................................................... 61
3636)/±3RVW%DVH ........................................................ 61
363664±3RVW%DVH ....................................................... 61
36(±3DUDOOHO3LSHDQG&RQGXLW&ODPS ........................................... 75
36-±&KDQQHO»[»[JD ...................................... 124
3636±)RXU+ROH6SOLFH&OHYLV ............................................ 59
363636363636±
(OHFWULFDO-RLQHU ............................................................................ 94
36363636363636±
5DFHZD\(QG&DSV ........................................................................ 90
3636±7\SH$(QG&DS ..................................................... 99
36$36%36&±6ORWWHG86XSSRUW ........................... 58
36$36%±'RXEOH6ORWWHG&RUQHU&RQQHFWRU ........................ 54
36-±&KDQQHO»[»[JD ...................................... 125
36363±5DFHZD\&ORVXUH6WULS .......................................... 90
3636±³,´%HDP&ODPS ......................................................... 66
36&736&7±&XVK$7KHUP .................................................... 73
36.:±.ZLN:DVKHU........................................................................ 48
36/6±&ODPSLQJ1XWZLWK/RQJ6SULQJ ................................................ 47
360/±0LVVLQJ/LQN0XOWL3XUSRVH6WUXW)DVWHQHU .............................. 47
3608»WKUX3608±0XVWDQJ8QLYHUVDO2QH3LHFH3LSH
&RQGXLW*5&(07,0&DQG7XELQJ&ODPSV ........................... 76
36166±6KDOORZ&ODPSLQJ1XWZLWKRXW6SULQJ .................................. 47
3616±&ODPSLQJ1XWZLWKRXW6SULQJ ................................................... 47
3633±3RZHU3LHU ............................................................................... 78
3656±&ODPSLQJ1XWZLWK/RQJ6SULQJ ............................................... 47
3666±&ODPSLQJ1XWZLWK6KRUW6SULQJ ............................................... 47
367*±7RS*ULS1XW ......................................................................... 47
3673±$LFNLQ$*ULS6676W\OH&KDQQHO2QO\ ................................ 147
3673WKUX3673±&XVK$*ULS .......................................... 73
368%»±368%±&XVKD&ODPS$VVHPEO\8±%ROW6HULHV ...... 76
5*%&±%HDP&ODPSV ......................................................................... 151
566±5RRIWRS6OHHSHU6XSSRUW .................................................. 106-107
6/5±6RODU0LG&ODPS .................................................................. 103
6/5±6RODU(QG&ODPS ................................................................ 103
6XSSRUW3DG±3RO\FDUERQDWH'HFN3ODWH .............................................113
8%WKUX8%±1RQPHWDOOLF8EROWV .......................................... 148
8303'6±5RRIWRS6XSSRUW6LQJOH3LHU ........................................... 108
836366±5RRIWRS6XSSRUW'XDO3LHU ............................................... 108
:((%:0&±(OHFWULFDO(TXLSPHQW%RQGLQJ:DVKHU....................... 103
:5WKUX:5±$OO7KUHDG:DVKHUV .......................................... 149
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