GUIDE 2005 Z 9181 Trussteel Design Manual 2012

User Manual: Z 9181

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The World Leader in
Cold-Formed Steel Trusses

Truss Design Manual

a division of ITW Building Components Group

888.565.9181 • www.TrusSteel.com

Truss Design Manual

TRUSS DESIGN MANUAL
TABLE OF CONTENTS
1

OVERVIEW

ENGINEERING / SHOP DRAWINGS

1.01

Introduction

4.01

Engineering

1.02

Specifiers & Designers

4.03

Shop Drawings

1.03

Contractor & Installer

4.04

Notes Page

1.04

Truss Components & Code Recognition

1.05

Framing & Connections

DETAILS / CONNECTIONS

1.06

Authorized TrusSteel Fabricators

5.01

Overview

1.07

Education & CES

5.03

Standard Details

1.08

Notes Page

5.04

Truss-to-Truss Connections

5.06

Gable Outlooker Connections

APPLICATIONS

5.07

Truss-to-Bearing Connections

2.01

Applications

5.13

Piggyback and Valley Truss Connections

2.02

Projects
6

TRUSS FABRICATION / QUALITY

6.01

Overview

SPECIFYING / DESIGNING

3.01

Overview

3.02

Building Codes & Design Standards

INSTALLATION / BRACING

3.03

Information Required for Truss Design

7.01

Site Conditions & Safety

3.05

TrusSteel System

7.02

Handling & Storage

3.07

Wind Loading

7.03

Lifting & Staging

3.10

Snow Loading

7.04

Bracing

3.11

Seismic Loading

7.05

Rafting

3.13

Sound Control

3.14

Sustainability & LEED

REFERENCES / RESOURCES

3.15

Fire Resistance & UL

8.01

Industry Resources

3.16

Trusses as Building Components

8.02

Glossary

3.17

Roof Truss Systems - Framing

8.07

Weights of Materials

3.22

Roof Truss Systems - Sample Spans

3.23

Floor Truss Systems

3.26

Guide Specifications

© Copyright 2012 ITW Building Components Group, Inc.
This Design Manual is intended as a guide to building professionals for suggested uses of TrusSteel trusses. The building code of jurisdiction and a truss design
professional should be consulted before incorporating information from this publication into any plan or structure.
ITW Building Components Group, Inc., nor any of its divisions or companies, does not warrant the recommendations and information contained herein as proper
under all conditions and expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations contained herein.
1206

NOTES

OVERVIEW

Unmatched strength and stiffness in a
cold-formed steel truss.
TrusSteel is the most accepted, most specified coldformed steel (CFS) truss system on the market today. No
other building component combines strength, stiffness, fire
resistance, insect resistance and design flexibility so well.
The unique, patented truss chord shape and DoubleShearTM fasteners, combined with multiple types of web
shapes, make TrusSteel CFS trusses, pound-for-pound, the
strongest and stiffest cold-formed steel trusses on the
market. Not surprisingly, these same characteristics
combine to create a light, economical steel building
component having exceptional load-span capabilities, with
clear spans in excess of 80 ft.
Supported by powerful Alpine steelVIEWTM design and
analysis software, TrusSteel CFS trusses provide reliable,
economical structural solutions for almost every roof or floor
application.

The Most Trusted Name in CFS Trusses
Alpine Engineered Products, Inc. was a driving
force in the creation of the wood truss industry
over forty years ago. Since that beginning, the
industry has consistently recognized Alpine as
engineering and innovation leaders. Now, as a
part of the ITW Building Components Group, Inc.
Alpine provides the same leadership in the
founding and development of the pre-engineered
CFS truss industry.

TrusSteel is actively involved in programs with
the International Code Council and Underwriters
Laboratories.
Every TrusSteel truss is designed using the
industry-leading Alpine steelVIEW software.
steelVIEW is the most accurate truss design
software in the industry for a number of reasons,
including:

• True multi-node modeling, not the estimated
The TrusSteel Division has decades of combined
node modeling used by other CFS truss design
expertise in the truss and CFS building products
software packages.
industry. The TrusSteel product line combines
over forty years of truss engineering and • Multiple load case analysis applied to each
software knowledge with cutting-edge
truss, including gravity, wind, seismic and
rollforming technology and the proven quality of
unbalanced conditions.
in-house truss fabrication. As a result, more
TrusSteel trusses are installed each year than • Analysis methodologies derived from the most
any other proprietary CFS truss system.
extensive full-scale testing program in the
industry, utilizing the AISI Specification for the
TrusSteel provides ongoing leadership to the
Design of Cold-Formed Steel Structural
truss industry through hands-on participation in
Members.
key organizations such as the Cold-Formed Steel
Authorized TrusSteel Fabricators, operating
Engineers Institute (formerly LGSEA), the
the steelVIEW software in-house and
American Iron and Steel Institute, the CFS
supported by TrusSteel engineering
Council of the SBCA, the AISI Committee on
resources, provide solutions for the most
Framing Standards (COFS), and the Center for
complex truss systems.
Cold-Formed Steel Structures.

American
Iron and Steel
Institute

This Manual is intended for quick reference only. Drawings and illustrations shown are samples only and are not intended for detailing
or construction. Please refer to the TrusSteel Standard Details for technical information on connection design, product use and safety.

1.01

OVERVIEW

Specifiers & Designers

Design Flexibility
Outstanding design flexibility

Recognized fire resistance

TrusSteel CFS trusses provide the same span
capabilities and design flexibilities as wood
trusses. The pre-engineered system allows much
greater design flexibility than steel “C” truss
framing. As a result, you can design in familiar
roof lines - pitched or flat, with hips, gables,
gambrels, monos, mansards, cantilevers,
Project Phoenix-rebuilding the Pentagon after 9-11 overhangs, scissors and floor trusses. This
design flexibility makes TrusSteel trusses ideal
for almost any building type: new construction,
retrofit, commercial, institutional, military,
educational, industrial and municipal structures.

Noncombustible TrusSteel trusses provide
integral, recognized fire resistance that does not
fade with time. See the following pages for a list
of TrusSteel’s useful, cost-saving UL-listed roof
and floor assemblies.

Assured structural performance

With over forty years of experience in the truss
industry, you can be assured that TrusSteel
understands the structural performance
of
TM
trusses. The powerful steelVIEW truss design
software analyzes each truss individually using
the latest industry standards, guided by the new
Easy to specify and design
ANSI/AISI/COFS -Standard for Cold-Formed Steel
There is a wealth of information available to help Framing -Truss Design. Finally, each truss design
you specify and design with TrusSteel. A guide is reviewed and sealed by a TrusSteel
specification in CSI format, and standard details Professional Engineer.
in DXF and DWG formats, can assure that your
specs and construction documents are accurate Quality trusses
and complete. UL, ICC Legacy report (NER) and
Florida Product Approval are available to assist TrusSteel CFS trusses are built in a shop
you in making design decisions and in working environment with experienced fabrication
with code officials. Local TrusSteel fabricators personnel. TrusSteel endorses industry truss
can aid you in making informed decisions about shop quality control standards as developed by
the Cold-Formed Steel Council.
project designs and costs.

PGA Headquarters, FL

Responsible products

Economical system

TrusSteel CFS trusses contribute to a safe built
environment. They do not emit moisture or fumes
during their life cycle. They are resistant to insect
attack, and do not provide a medium for the
growth of mold. And most of the steel used for
CFS framing is recycled steel.

Since TrusSteel CFS trusses are the stiffest
trusses in the industry, less permanent bracing is
typically required in the truss system. This
feature, combined with excellent performance at
4 ft. on-center spacings or greater, can reduce
the cost of the installed truss system through
reduced labor costs, materials and project
duration. Property insurance premium discounts
may provide long-term savings.

Nationwide availability
TrusSteel supports the largest network of
independent CFS truss fabricators in the
industry. This nationwide network assures that
TrusSteel trusses are available for your projects
in every region of the United States.
The Inn at Biltmore Estate, Asheville, NC

1
1.02

OVERVIEW

Contractor & Installer

Contractor-Friendly Installation
Safer to Handle

Save Time, Effort and Money

Unique features of TrusSteel trusses make them TrusSteel trusses streamline the building cycle
safe to handle and install. Stiffer trusses add and save money.
handling control and reduce the danger of
• Timely quotations from local TrusSteel
buckling during lifting and placement. The rolled
Authorized Fabricators provide
edges of the chords and webs help protect
competitive prices and define project
workers from cuts.
costs up front.
• Sealed engineering drawings and codecompliant components expedite
Easier to Install
submittals.
•
Quicker
turn-arounds for revisions.
TrusSteel trusses can be as light as one-half the
• Delivered to the site ready to install, shopweight of similar wood or “C” stud steel trusses.
built trusses save days of labor.
Unlike some other CFS trusses, laterally stiff
• Faster truss installation with accurate
TrusSteel trusses resist folding or “butterflying”.
layouts, extensive details, and a full line of
And TrusSteel trusses work exceptionally well in
installation hardware.
rafted installations.
• Easier site inspections with
comprehensive shop drawings and
No Special Tools Required
clearly identified components.
The tools you are now using to install CFS
framing are all you need to install TrusSteel
trusses. A full line of TrusSteel construction
hardware allows you to make connections with
standard screws. Installation details and
construction hardware are available from your
Authorized TrusSteel Fabricator.

Delivered Quality
Roof lines plane accurately, eaves and soffits
align properly, and interior ceiling lines are flat
and true. High-quality TrusSteel trusses help you
achieve your quality goals.

Delivered Value

Reduced Callbacks

TrusSteel trusses reduce callbacks because they From bidding to punch list, TrusSteel delivers
start straighter and remain straighter than many value to your project through increased safety,
other types of trusses. And the dimensional quality, efficiency and cost-effectiveness.
stability of steel reduces drywall fastener pops.

Truss Rafting

What is Rafting?

Why Raft With TrusSteel?

Truss rafting is a framing technique where
completed trusses, designed to be rafted, are
assembled into an entire roof section on the
ground and then lifted as an assembly onto the
building structure. The assembly can consist of
just the trusses, or the trusses plus purlins, roof
deck and final roofing which is all installed on the
ground before the assembly is lifted into place.
Employing a rafting technique can save time,
increase safety and reduce insurance costs on
many projects.

The exceptional strength-to-weight characteristics
and lateral stability of the TrusSteel trusses make
them the ideal truss for use in a rafting process.
These characteristics allow an average-sized
crane to lift the completed truss assembly into
position. The stiffness and stability of the
TrusSteel trusses create an assembly that will
survive a lift without introducing significant
additional bracing.

8
1.03

OVERVIEW

Truss Components & Code Recognition

Truss Components
Unique Chord Sections

Patented Fasteners

The symmetrical shape of TrusSteel’s patented
U-shaped chord sections provides nearly equal
chord member moment capacity in both in-plane
directions. The TrusSteel chord members have
superior bending strength in out-of-plane
directions. These characteristics combine to
create an efficient truss that is exceptionally
strong and stiff. The recent addition of special
chord sections for short span / low load
conditions and for long span / high low
conditions improves the value engineering of the
entire system.

TrusSteel is the only CFS truss system in the
industry using Double-ShearTM fastener
technology. This patented technology provides a
rigid, bolt-like connection at all chord/web
intersections and is specially designed to resist
movement and back-out. Color-coded, marked
fasteners create the most dependable, easily
inspected connection available for CFS
materials.

Structural Connections
TrusSteel delivers a full line of truss-to-truss and
truss-to-bearing connectors that provide
consistent quality and structural values.

Webs
TrusSteel utilizes both commercial grade closedtube webs and proprietary roll-formed z-webs to
deliver the most cost effective roof system. Both
products have unique “double symmetric”
properties which contributes to the strength,
stiffness and stability of the truss as well as
reducing lateral bracing.

The industry’s most extensive library of Standard
Details describing our connections, connectors and
section properties is available in various CAD formats
on CD or from www.TrusSteel.com.

Code Recognition
TrusSteel members are designed and built in compliance with ASTM A370, ASTM A653, ASTM A500,
ANSI Standards, and voluntary standards as described in our own reports from Underwriters
Laboratories (UL) and ICC Legacy reports (NER and Florida Product Approval). Visit our web site to
download the complete reports.

UL Listings
Assemblies

1
1.04

TrusSteel products qualify for hourly ratings as shown below.

OVERVIEW

Framing & Connections

Standard Details
HANGER DETAILS

TrusSteel Connectors
UPLIFT ATTACHMENT TO STEEL

UPLIFT ATTACHMENT TO STEEL

Bottom chord bearing truss
to girder truss

Bottom chord bearing truss
to steel beam connection

Bottom chord bearing truss to
CFS track connection

UPLIFT ATTACHMENTTO CONCRETE

SPRINKLER PIPE HANGER

Bottom chord bearing truss to
concrete bearing

Bottom chord sprinkler pipe hanger
using Sammys x-Press 35 (XP 35)

Truss top chord hanger
detail

An extensive set of TrusSteel connectors and
application details allows a designer to create a
complete truss framing system, whatever the
roof type, supporting conditions or other framing
materials. All TrusSteel connectors are loadrated connectors.
Refer to Section 5 of this manual for the
engineering values of our full line of connectors
(simplified examples are shown here). TrusSteel
Standard Details are available for each
connection application. These Details include
load data as well as installation requirements.
Standard Details are available in CAD formats
from www.TrusSteel.com and are also contained
on the electronic version of this manual.

Truss ShopDraw TM and Layout TM Information
SteelDraw Truss Shop Drawings with:
• All trusses marked and coordinated to layout
• All truss members clearly identified
• Complete general notes
• Fully dimensioned truss profile with bearing elevations,
fastener quantities, pitch marks, web bracing locations and more
• Truss reactions and bearing widths
• Job-specific loads
Layout Drawings with:
• Truss marks
• Key bearing and framing dimensions
• Truss spacings
• Connection and bracing details

8
1.05

OVERVIEW

Authorized TrusSteel Fabricators

Who is a TrusSteel Authorized
Fabricator?
A TrusSteel Authorized Fabricator is an
independently-owned and operated local
truss fabrication shop. Each Fabricator
markets and services truss projects in their own
region, backed by over 40 continuous years of
Alpine truss experience. Taken together, the nationwide
network of TrusSteel Authorized Fabricators forms a vast repository of truss and framing
knowledge at your disposal.

What services can an Authorized
Fabricator provide?
Knowledge. TrusSteel Authorized Fabricators are
truss experts. They can answer questions about
truss applications and installations as well as
questions about pricing and delivery. Do you
have questions about truss layouts, spans,
spacings, profiles, systems, connections,
bracing, overhangs, mechanical chases...and
more? Call your local Authorized Fabricator. They
can save you money up front in your design
development or structural design process.
Engineering. All TrusSteel trusses are
engineered trusses. An Authorized Fabricator can
provide not just building components, but can
also provide individually-engineered and sealed
trusses. A staff of over fifty engineers, covering
every state in the USA, reviews and seals over
4,500,000 truss designs each year.

and highly accurate cutting/assembling
drawings created by the steelVIEW software.
TrusSteel trusses are built with patented DoubleShearTM fasteners and internal connectors to
assure consistently accurate trusses.

How can I find local Authorized
Fabricators?
You can find a list of Authorized Fabricators on
the TrusSteel Web site at www.TrusSteel.com. Or,
you can call the TrusSteel information line at
888-565-9181. Wherever your project is located,
you can probably find at least two Authorized
Fabricators to provide competitive quotes on
your project.

Additional Services
TrusSteel provides steelVIEWTM software to all
Authorized Fabricators. This powerful proprietary
software package includes 3-D modeling and
truss layout, truss engineering and bidding
modules. By-products of these key elements are
industry-best truss layouts, shop drawings and
cutting sheets.
Quality trusses. Each Authorized Fabricator
builds TrusSteel trusses in a plant environment to
ensure the highest quality components. Trusses
are built according to engineered shop drawings

1
1.06

Structural Services. Through their affiliation
with strategic partner BBD Engineering & Design
Firm, LLC (www.bbdengineering.com), a feebased, full-service consulting engineering firm,
TrusSteel Authorized Fabricators can provide full
framing system design services (including the
design of special connections, bracing, purlins,
decks - even entire building framing systems).

OVERVIEW

Educational & CES

Cold-Formed Steel Trusses 101

Attention:
Project Architects
and Engineers
The TrusSteel Division
educational presentations
make in your office or
chapter
of
your
organization.

has several
that we can
at the local
professional

The “Cold-Formed Steel Trusses 101”
and “Bracing for Steel Trusses”
presentations are accredited by the
American Institute of Architects under
their Continuing Education System. AIA
members who participate will receive
one LU Hour of credit, and TrusSteel will
file Form B with the AIA. All other
participants will receive a Certificate of
Completion.

Learning Objectives

Length: One Hour
Credits: One LU Hour
HSW: Yes
Cost: None

At the end of this program, participants will be
able to:
• Identify the different types of CFS truss
systems,
• Understand the product capabilities and
limitations of various CFS truss systems,
• Specify a CFS truss system.

Description
This presentation includes a brief history and
overview of the various types of cold-formed
steel (CFS) truss systems on the market, their
physical and structural characteristics and
performance, common system applications and
limitations, and how to specify these systems.

How Taught
Using a PowerPoint presentation and physical
samples, the CES facilitator presents information
on the nature and types of CFS truss systems,
including basic terminology and applications.
Physical samples are used to demonstrate truss
terminology.

Target Audiences
Architects, engineers, specifiers and
other design professionals in the
building market; can be presented to
any size audience.
AV Needed
Electrical power and a screen for
PowerPoint (CES facilitator will provide
the laptop computer, video projector and
samples).
Other Presentations
Other non-accredited presentations are
available, suitable for various venues.
Contact your TrusSteel Regional
Manager for details.
Facilitator Qualifications
TrusSteel facilitators have extensive
experience in the truss and building
industries and are well versed in truss
design and installation.

Bracing for Steel Trusses
Length: One Hour
Credits: One LU Hour
HSW: Yes
Cost: None

Learning Objectives

Description
This presentation includes an overview of the
various types of cold-formed steel (CFS) truss
systems on the market, common loading
situations, structural construction bracing needs
and how to specify the bracing for these
systems.

At the end of this program, participants will be
able to:
• Identify the different types of CFS truss
systems,
• Understand common load conditions,
• Specify the bracing for a CFS truss
system.

How Taught
Using PowerPoint and physical samples, the CES
facilitator presents information on the nature and
types of CFS truss systems, including basic
terminology and applications. Physical samples
are used to demonstrate truss terminology.

8
1.07

OVERVIEW

Notes

1
1.08

A P P L I C AT I O N S

Your imagination is the only limit

TrusSteel Cold-Formed Steel (CFS) trusses
are now in service within literally thousands
of buildings, in dozens of building
applications.This guide shares only a small
fraction of the total uses of TrusSteel. You
can view additional information on these
case studies and other studies on the
TrusSteel web site: www.TrusSteel.com.
TrusSteel trusses can be used to create
roofs and floors of all types (gables, hips,
monos, gambrels, etc.). They can be used in
many special applications, including:
• Re-roofs (over existing structures)
• Equipment screens
• Porte cocheres
• Ag structures
• Flat roofs
• Canopies
• Mansards
• Shelters
• Frames

Institutional – Schools – Universities – Churches – Museums – Healthcare – Clinics – Hospitals – Assisted Living Centers – Retirement
Centers – Municipal – Community Centers – Town Halls – Hospitality – Hotels – Motels – Commercial – Malls – Banks – Truck Stops
Telecommunications – Shopping Centers – Restaurants – Historical Renovation – Industrial – Storage – Roof Refit - Condominiums
Multi-Family – Single-Family – Recreation – Ball Parks – Gaming – Government/Military – Barracks – Depots – Offices

8
2.01

A P P L I C AT I O N S

Military

The Pentagon
Project Phoenix
Arlington, VA
Reconstruction of the Pentagon began immediately after 9-11, with
all parties committed to completing the restoration within 12 months.
The Pentagon reopened on-time, on-budget, on the very hard work
and cooperation of everyone involved.

Davis-Monthan AFB
New Dormitories
Tucson, AZ
Seven entire roofs were built on the ground and lifted into place, complete
with trusses, bracing, decking and mechanicals. This installation technique
is called rafting. See Section 7 for more information.
Estimated time savings on the project: two weeks.

Fort Wainwright
New Lodging Facilities
Fairbanks, AK
Rafting (assembling entire sections of the roof system on the ground
and lifting into place) allowed this contractor to meet deadlines set by
the short building season in Alaska. Structural design of the truss
system, lifting bracing, permanent bracing and all connections was
done by TrusSteel.

1
2.02

A P P L I C AT I O N S

Hospitality / Eldercare

The Inn on Biltmore Estate
Luxury Hotel
Asheville,NC
Over 35,000 SF of TrusSteel trusses top the new Inn on Biltmore
Estate. Located on a national historic site, quality and ease of
installation were of paramount importance to the owner.
Unusual framing situations, including radial and conical roof areas,
provided challenges met by the truss fabricator and TrusSteel
engineering team.

Design Flexibility
The pre-engineered TrusSteel system allows much greater design
flexibility than steel “C” truss framing. As a result, you can design in
familiar roof lines - pitched or flat, with hips, gables, gambrels,
monos, mansards, cantilevers, overhangs, scissors - as well as floor
trusses. This design flexibility makes TrusSteel ideal for almost any
building type.

Noncombustible TrusSteel trusses provide integral, recognized fire
resistance that does not fade with time. Useful, cost-saving UL
Listed roof and floor assemblies can help you meet the needs of
demanding building types, owners and codes. For more information
on UL Listed assemblies, see Section 3 of this Manual.

The Garlands
Assisted-Living Community
Barrington, IL
Over 150,000 SF of TrusSteel trusses helped to create the “French
Country” style of this campus. One of the many TrusSteel UL Listed
assemblies met the architect’s and owner’s requirements for fire
protection.

8
2.03

A P P L I C AT I O N S

Municipal / Institutional

Golden City Station
Fire Station
Louisville, KY
The design of this fire station required long, clear spans and
noncombustible framing. The truck bay areas were covered with 85-foot
clear span TrusSteel trusses. For ease of shipment,
these trusses were shop fabricated in two halves that
were then connected together in the field by the
installer.

PGA Headquarters
Historical Center
Port St. Lucie, FL
The new showpiece of the Professional Golfers
Association headquarters campus is the PGA Historical
Center. TrusSteel trusses were selected for their high
quality and overall economy of installation.

Coral Baptist Church
New Church Complex
Coral Springs, FL
The truss systems for the many roofs over this new worship,
education and fellowship complex contained just about every type
of truss under the sun. There were piggybacked trusses, flats,
drags, hips, commons, monos and radials - with about every
bearing condition imaginable, including heavy steel, CFS steel, bar
joists and masonry. Because of the design flexibility of TrusSteel
CFS trusses, they interfaced well with all these types of framing
systems.

1
2.04

A P P L I C AT I O N S

Industrial / Educational / Residential

Freightliner Research Facility
Wind Tunnel
Swan Island, OR
Collaboration between engineers at Freightliner, TrusSteel and the local
truss fabricator resulted in a state-of-the-art design framed completely
from TrusSteel products.

Alleghany Highlands Schools
Elementary and Middle Schools
Lowmoor, VA
This campus of new elementary and middle schools included
over 112,000 SF of TrusSteel trusses. TrusSteel cold-formed
steel (CFS) trusses offer the features of non-combustibility,
UL-Listed assemblies and recycled content demanded on many
school projects.

Schnee Residence
Scottsdale, AZ

Over 12,000 SF of TrusSteel trusses shelter this new home in the
desert. Fifty-foot trusses framed in a radial pattern created large,
open living areas.
TrusSteel CFS trusses are among the lightest and strongest steel
framing made. They are an excellent alternative to heavier steel
framing and trusses, such as “C” stud trusses or stick framing.
Because of their superior lateral stiffness and high strength-toweight ratio, TrusSteel common trusses, in short spans, may be
lifted and installed without the use of a crane. This can provide a
significant benefit on small projects or structures built in areas
with limited access.

8
2.05

SPECIFYING / DESIGNING

Specifications & Design Overview

Specifying CFS Trusses
Pre-Engineered Trusses
Cold-Formed Steel (CFS) trusses should be
specified as “pre-engineered” trusses. The term
"pre-engineered" reflects the concept of a
desired outcome, where the individual trusses
have been fully analyzed and engineered to meet
all specified load conditions. Individual truss
designs should be sealed by a Professional
Engineer who is registered in the state where the
project is located.

Pre-Fabricated Trusses
CFS trusses should also be specified as “prefabricated cold-formed steel (CFS) trusses”.
Trusses should be fabricated in a shop
environment with experienced fabrication
personnel. Trusses that are fabricated at the job
site should not be allowed. TrusSteel endorses
industry truss shop quality control standards as
developed by the SBCA’s Cold-Formed Steel
Council.

several reasons. In the code standards for these
products (AISI, COFS, ICC, etc.), these products
are now referred to as cold-formed steel. In
addition, the gauge system of referencing
material thicknesses is becoming obsolete and
has been replaced with mil thickness
designations.

Industry Standards
The specifier should assure that all applicable
industry standards are referenced within the
project specification. All applicable loads and
load conditions, as well as all other performance
criteria, applicable codes, building use and
geometry, etc. should be clearly defined within
the specifications and project design drawings.
For a further discussion on required information,
please see “Information Required for Truss
Design”.

The terminology “cold-formed steel” is replacing
the old terminology of “light gauge steel” for

Design and Review Process
Requirements

Truss Package Submittal

Due to its importance in the overall success of a
project, it is worth repeating that the Building
Designer must clearly state, in the plans and
specifications, all specific requirements for the
trusses. This clear and thorough communication
of performance criteria will help truss suppliers,
general contractors and truss installers provide
more accurate pricing, preliminary designs, and
ultimately a better product on the project.

As a tool for the specifier, a complete Guide
Specification for TrusSteel, written in
standard three-part format, is available on
the CD version of this manual.

1
3.01

Once the truss designs have been completed and
sealed by a professional engineer, the designs
will be submitted to the Building Designer for
review and approval. If the Building Designer is
satisfied with the truss submittal, then the truss
manufacturer will begin fabricating the trusses. If
the Building Designer is not satisfied, the truss
submittal will be rejected and returned to the
truss manufacturer along with precise
instructions on corrective action. The truss
manufacturer will make the necessary
Truss Design
corrections and then resubmit the trusses to the
Project plans and specifications will eventually Building Designer. This process will continue
be sent for pricing to companies involved in the until the Building Designer approves the truss
manufacture of CFS trusses. After a truss submittal package.
manufacturer is awarded the project, the actual
design of the truss system will begin. The truss
manufacturer will use the plans and Approval, Fabrication and Delivery
specifications to create an economical truss Once the Building Designer approves the truss
framing package.
submittal package, the truss manufacturer will
begin the fabrication of the trusses. After
fabrication, the trusses will be delivered to the
jobsite, ready to be installed on the building.

SPECIFYING / DESIGNING

Building Codes & Design Standards

Design Standards

For many years, the vast majority of building
construction within the USA was governed by
one of three model building codes: UBC, SBC or
BOCA. In recent years, these three codes have
merged and been reborn as the International
Building Code (IBC). The IBC, as developed by the
International Code Council (ICC), has been
adopted by municipalities and will be the
applicable model code for the vast majority of
construction within the USA.

Model building codes contain provisions for the
design of almost any type of building using many
types of materials, including CFS. The
International Building Code (IBC) will determine
the design provisions for construction with CFS
in two different ways. The first way is to provide
explicit provisions that are published within the
Code. The second way is to adopt existing
standards by reference.

The provisions of the applicable building code
will provide important factors in the design of any
given project. For this reason, one of the first
steps a Building Designer should undertake in
the design of any building is the precise
identification of the applicable code. This
concept may seem too obvious, but there can be
different versions of the same building code (e.g.
different publication dates) in use. There are also
instances when a city or an entire state may
decide to publish its own building code.

AISI / COFS Standards
The AISI/COFS has developed eight
standards that are in use today:
• General Provisions
(AISI-S200)
• Code of Standard Practice
(AISI-S202)
• Wall Stud Design
(AISI-S211)
• Header Design
(AISI-S212)
• Lateral Design
(AISI-S213)
• Truss Design
(AISI-S214)
• Prescriptive Method for One and
Two-Family Dwelling
(AISI-S230)
Of the eight AISI standards listed
above, General Provisions, Truss
Design and the Code of Standard
Priactice documents affect the design
and fabrication of CFS trusses. These
standards are subject to periodic
revision. Please check the AISI Web
site for the most current revisions.

Applicable Building Code

Requirements for Design Completion

For the IBC to adopt a standard by reference, that
standard must be developed according to
guidelines created by the American National
Standards Institute (ANSI). As with any building
material, CFS members are designed according
to standards developed by industry organizations
that are intimately familiar with the design of CFS
members. In the CFS truss industry, the
American Iron and Steel Institute (AISI) is the
organization that is ANSI-approved to develop
standards. Within the AISI, there are two ANSI
standards writing committees: the Committee on
Specifications (AISI/COS) and the Committee on
Framing Standards (AISI/COFS).

The AISI/COS has developed the primary
standard for CFS design that is in use today: the
North American Specification for the Design of
Cold-Formed Steel Structural Members (AISIS100). This standard outlines what types of steel
shall be considered as CFS and how CFS
members shall be designed when subjected to
moment, shear and axial forces. The standards
Selecting the Structural System
developed by the AISI/COFS use this document
as their baseline for design procedures and
One of the most important decisions made expand upon specific issues of the given framing
during building design will be the selection of the type.
structural system. Once a system is selected, the
Building Designer will go to the applicable code
and find the provisions that will control the
design of the structural elements. For CFS
systems, the “Steel” chapter of the code will
present these provisions.
Once the Building Designer has ascertained the
applicable code, they can discover the minimum
requirements for design completion that the
municipality has set forth for its jurisdiction. Most
municipalities state that they require a 100%
complete design at the time of permitting.

The applicable building code will either
completely outline the design procedures for a
particular material or it will reference the
required design standard. If a design standard is
referenced, this will be clearly stated in the
building code and the Building Designer can
proceed to the “Referenced Standards” chapter
to locate the proper design standard.

8
3.02

SPECIFYING / DESIGNING

Information Required for Truss Design

Truss manufacturers need certain specific information on every project
in order to design and fabricate trusses. As a building designer, specifier
or installer, you can help expedite your order and assure proper fit by
providing the following information to the truss manufacturer.
Building Use

Truss Spacings

Building regulations differ for various types of
use and occupancy. Specific classifications of
use are: single family residential, multi-family
residential, offices, retail, manufacturing,
churches, institutions (long-term care, nursing
homes, schools, hospitals, jails, etc.) or
agricultural (non-human occupancy). There are
also fire protection requirements for buildings
that may require the CFS members and
assemblies to perform in specific manners.

Give desired center-to-center spacings of
trusses.

At times, the CFS truss system may be required
to perform in an atmosphere that may be
corrosive to CFS members. It is important to
properly specify the level of protection that will
be required to keep the underlying steel safe
from damage by this atmosphere.

Truss Restraint
When designing trusses, it is important that the
truss designer know how the truss chords will be
restrained. The two most common methods of
restraint are structural sheathing and purlins.
In the structural sheathing method, sheathing most commonly plywood, oriented strand board
(OSB), and metal deck (such as B-deck) - is
applied directly to the truss chords. The design
and connection of these decks to the trusses is
the responsibility of the building designer.

In the purlin method, CFS members used as
purlins are attached directly to the truss chord to
Applicable Building Code
properly support the truss chord laterally. CFS
Clearly identify the Applicable Building Code for hat channels or Z shaped members are
the specific site location (also called the Building commonly used as purlins. This method is
typically used when the sheathing material is not
Code of Jurisdiction).
capable of spanning the distance between
trusses. The design and connection of the purlin
members is the responsibility of the building
Geometry of the Structure
designer.
Furnish span (out-to-out of bearings, plus
cantilevers, if any), slope, overhang conditions,
etc. that form the profiles or external geometry of
the trusses. Truss web configurations need not
Support of Mechanical Equipment
be furnished, as they are determined by the
Trusses under mechanical units must be
overall truss design.
specifically designed. If the building
designer is relying on the sheathing to
Truss Bearings
support the mechanical load or other heavy
load, it is important that the building
Specify all exterior and interior points of bearing,
designer verify the sheathing thickness and
showing location by dimensions, size, and
capability.
Mechanical loads may produce
elevation above ground or benchmarks. It is
sufficient vibration to be considered in the
important to specify the type of bearing material
truss design. Such loads may require
to be used to properly design connections to the
additional trusses or custom design.
bearing. Required information could include
grade of steel, grade of wood, strength of
concrete, etc.

1
3.03

SPECIFYING / DESIGNING

Information Required for Truss Design

loads when designing the truss system, so it is
very important that the specification of these
Trusses are required to transfer various types of loads be both thorough and clear.
loads down to the support structure. Ultimately
all loads must be carried down to the foundation
Live/Environmental Loads: These loads are
of the structure. Truss design (specified) loads
non-permanent loads. Examples include the
include both live and dead loads which may be
weight of temporary construction loads and
uniformly distributed or concentrated at various
occupant floor loads. Environmental loads are
locations. These loads consist of gravity loads,
produced by snow, wind, rain or seismic events,
wind loads, earthquake loads, snow loads, rain
are usually uniform in their application, and are
loads, etc.
set by the building codes or the building
designer. They will vary by location and use, and
Referenced within the IBC, the standard that
should be furnished in pounds-per-square-foot
deals with loads is the American Society of Civil
or other clearly defined units.
Engineers (ASCE) standard, Minimum Design
Loads for Buildings and Other Structures. The
latest version of this standard is published in Dead Loads: Dead loads include the weight of
cooperation with the Structural Engineering the materials in the structure and any items
Institute (SEI) and is referenced as SEI/ASCE7, or permanently placed on the structure.
commonly as “ASCE7” where the last two digits
reference the year the standard was published. Special Loads: Special loads can be live or
ASCE7 is the reference standard that a Building dead. Examples of special loads might include
Designer will use when determining what loads a mechanical units, poultry cages, cranes,
sprinkler systems, moveable partition walls, attic
building element must resist.
storage, etc. The weight, location and method of
It is the responsibility of the Building Designer to attachment must be provided to the truss
specify all the loads that the framing members designer. Multiple load cases may be required in
will encounter and communicate them to the truss design.
truss designer. The truss designer will use those

Specified Design Loads

Special Conditions
•
•
•
•
•
•
•
•
•
•
•

Jobsite conditions that may cause rough handling of the trusses.
High moisture or temperature conditions.
Extreme environmental exposures that may cause corrosion to CFS members.
Use of trusses to transfer wind or seismic loads to the supporting structure.
In-plane and out-of-plane loads, such as lateral loads, are examples of loads that are
required to be transferred to the supporting structure.
Fire resistance requirements.
Higher adjacent roofs that may discharge snow onto lower roofs.
Location from coastline, building exposure, building category and height
above ground for wind.
Parapets, signage or other obstructions that may cause snow drifting or prevent the free
run-off of water from the roof. These types of building elements may also induce additional
dead loads that must be applied to the trusses.
Any other condition that affects the load carrying ability of the roof or floor framing.
Floor trusses, office loads or ceramic tiles require special considerations during the
building and truss design process.

Rebuilding the Pentagon

8
3.04

SPECIFYING / DESIGNING

TrusSteel System

The unique, patented shape of TrusSteel chord members gives them
exceptional strength and stiffness. Combined with the TrusSteel webs,
connectors and the patented Double-ShearTM fasteners, these elements can
create CFS trusses that have the highest strength-to-weight ratio in the
industry.
Chord members

Installation Hardware

Chord members are available in three series:
TSC2.75, TSC3.00 and TSC4.00. Available in a
variety of material thicknesses, chords may be
intermixed within a truss to achieve the most
efficient truss designs. All steel conforms to
ASTM A653 and A500 standards. See the table
in this Section, and the TrusSteel Standard
Details, for member properties.

A full line of installation hardware is available for
attaching TrusSteel trusses to steel, CFS,
concrete and wood supports as well as to other
trusses. All hardware components are load rated
- see Section 5 for details.

Web Members
Web members are either closed welded
rectangular steel tubes or patented, proprietary
roll-formed z-webs. Members are available in
many dimensions and thicknesses, and are used
in trusses as needed for their individual strength
and stiffness.
Typical pitch break connection

Pitch Break Connectors

Allowable Shear

Tube Web Thickness
Mils (GA)
33 (20)
47 (18)
63 (16)

28 (22)
700 (3.11)
779 (3.47)
779 (3.47)

33 (20)
772 (3.43)
977 (4.35)
977 (4.35)

Double-ShearTM Fasteners
TrusSteel trusses are assembled using the
patented #14 Double-Shear self-drilling tapping
fasteners. This technology provides a rigid, boltlike connection at all chord-to-web intersections.
Each fastener employs an integral washer and
Anti-BackoutTM technology to resist movement
and back-out. Color-coded, marked fasteners
create the most dependable, easily inspected
connection available for CFS materials. These
fasteners also allow the single-sided fabrication
of trusses (truss assembly without “flipping”
trusses). Refer to Standard Detail TS011 for
allowable shear loads per fastener into various
thicknesses of steel.

Internal connections between truss chords are
made using patented pitch break connectors.
These internal connectors allow for the assembly
of very consistent joints at critical points such as Galvanization
at the truss peak.
TrusSteel chords, webs and hardware
components are galvanized for protection
Loads per Double-Shear Fastener
against corrosion during fabrication and
installation. Most TrusSteel components have GLBS (kN)
90 galvanized coating. TrusSteel’s galvanization
protection far exceeds the industry standard GChord Thickness in Mils (GA)
60 coating.
43 (18)
878 (3.91)
1263 (5.62)
1263 (5.62)

54 (16)
995 (4.43)
1348 (5.60)
1348 (5.60)

68 (14)
995 (4.43)
1348 (5.60)
1348 (5.60)

97 (12)
995 (4.43)
1348 (5.60)
1348 (5.60)

Notes
1. Based upon the material thicknesses of TrusSteel members.
2. Double-Shear fasteners include 14AMDB1.25, 14AMDR1.5, 14AMDB2.125, 14AMDR2.375.
3. Fastener values were determined by tests following guidelines set forth in Chapter F of the 2007
edition of the North American Specification for the Design of Cold-Formed Steel Structural Members

1
3.05

SPECIFYING / DESIGNING

TrusSteel System

Product Identification

Additional Info
Refer to the TrusSteel Standard Details for additional
information regarding the physical and structural
properties of TrusSteel components. These Details are
considered an adjunct to this manual and they are
available in CAD formats from www.TrusSteel.com and are
also on the electronic version of this manual.

For easy identification, each chord is stenciled
with the following chord information (example
shown in parenthesis - see photo):
•
•
•
•
•
•
•
•
•

Designation (43TSC4.00)
ICC-ES Legacy Report (NER 529)
Size (2.5 x 4.00)
Mil thickness (43)
Yield strength of steel (55 KSI)
Chord galvanization (G-60)
UL Recognized Component Mark
TrusSteel name
Patent number

Depth

Double-ShearTM fasteners have head markings
that show the Alpine delta logo (see photo).
Heads are color-coded according to size and use
in the truss.

Throat

Width

Cross-Section
Taken through TrusSteel chord and web,
showing the Double-Shear fasteners.

TrusSteel chord markings
As shown in a typical bundle of TSC4.00 chord material.

TrusSteel Member Properties
In inches, unless noted otherwise
Member

Width

Height

Throat

Fy KSI (MPa)

Available Mils (GA)

Galvanization

TSC2.75

1-1/2

2-3/4

3/4

55 (379)

28 (22), 33 (20), 43 (18)

Min. G-60 or equivalent

TSC3.00

2-1/2

1-1/2

55 (379)

28 (22), 33 (20) 43 (18), 54 (16) Min. G-60 or equivalent

TSC4.00

2-1/2

1-1/2

55 (379)

28 (22), 33 (20), 43 (18), 54 (16) Min. G-60 or equivalent

50 (350)

68 (14), 97 (12)

Tube Webs

various

45 (310)

33 (20), 47 (18), 63 (16)

Min. G-60 or equivalent

Z-Webs

various

40 (275)

33 (20), 43 (18)

Min. G-60 or equivalent

8
3.06

SPECIFYING / DESIGNING

Wind Loading

Design Responsibility

Lateral Loads

It is the responsibility of the building designer to
communicate the wind loading requirements to
the truss designer. This includes (but may not be
limited to) all of the factors described in the Wind
Load Factors list shown in this section. The
building code utilized by the local jurisdiction will
outline the wind loading requirements for a
structure either explicitly or by reference. For
instance, the International Building Code (IBC),
2009 edition, references that the American
Society of Civil Engineers (ASCE) standard
ASCE7-05 be used to determine the wind load
applied to a structure.

Since roof structures are typically framed entirely
with trusses, it is necessary for trusses to resist
the horizontal component of a wind load, often
called a lateral load.

Vertical Loads and Uplift Loads

A truss can resist a lateral load if the truss is
attached directly to its supports in a manner that
is adequate to transfer this load into the truss
support. To do this, the truss support itself must
be designed to receive and resist this load and
ultimately transfer it down to the building
foundation. If the truss-to-support connection
does not resist this load adequately, a truss can
slide off its supports when a horizontal load is
applied.

Trusses resist wind loads, which include any
loads applied to trusses by the wind when it
encounters a structure. When wind encounters a
surface of a structure, it creates a load on that
surface which must be resisted and transferred.
As wind encounters the roof surface of a
building, it creates loads on those surfaces that
act perpendicular to the surface and can be in
either an inward direction or an outward
direction.

Another way to resist a horizontal load, which is
more common in modern building design, is to
transmit the load through a diaphragm.
Diaphragms are built of structural sheathing that
is directly applied to the truss top and/or bottom
chords. Common types of structural sheathing
are corrugated metal deck (e.g. B-deck) or wood
structural panels (e.g. plywood). A diaphragm
acts like a beam in that it takes the horizontal
load component applied to many trusses and
transfers it out to building elements that are able
Engineers typically call a load acting inward to to resist this accumulated horizontal load.
the roof surface a downward load from wind. A
load acting outward to the roof surface is called A truss that is used to transfer a diaphragm load
an uplift load. The directions of these loads are down to a resisting shear wall is commonly
dependent on geometric factors associated with referred to as a “drag truss” as it “drags” the
the building. The magnitudes of these loads are lateral load from the diaphragm to the shear
dependent on many factors, including wind wall. If the building designer intends a truss to be
speed, wind direction, site geometry, site used as a drag truss to transfer lateral loads, it is
location, building geometry and building type.
important that the loads be determined by the
building designer and transmitted to the truss
Since wind loads act in a direction that is designer.
perpendicular to the roof surfaces, a sloped roof
surface will have a component of this load that Stress Reversal
acts in a vertical direction and a component of
this load that acts in a horizontal direction. It is important to design a structure and its
Supporting trusses resist vertical loads, which elements to resist loads for winds coming from
they eventually transmit down to the building all directions. When subjected to wind loads, the
components that support the trusses (walls, internal members of a truss can experience a
Cold-Formed Steel (CFS) trusses have performed girders, etc.). Supporting trusses must also resist stress reversal. A stress reversal occurs when a
well when subjected to high wind situations such uplift loads transmitted from the roof surface. member is subjected to a force that is in the
These uplift loads produce uplift reactions at the opposite direction as another stress from a
as hurricanes, down bursts and tornados. Recent
truss supports that must be resisted.
different type of load.
hurricane activity in the United States
underscores the strong performance of CFS
trusses.

1
3.07

SPECIFYING / DESIGNING

Wind Loading

For example, when designing a single truss, a
gravity load is a downward-acting load while a
wind load is typically an uplift or upward-acting
load. It is extremely important that each truss be
analyzed for a stress reversal situation, so that
each truss is designed to support every kind of
load that it may encounter.

Attachment to Supports
A wide variety of TrusSteel connection hardware,
with associated application details, is available
for anchoring trusses to the supporting structure.
These rated hardware connectors can be
installed to resist wind (uplift) loads, in-plane
lateral loads and out-of-plane lateral loads - in
any combination of these loads. It is imperative
that the building designer clearly define the loads
that a truss, and the truss connections, must
resist.

Demise of the Allowable Stress Increase
As a result of recent developments in the
standards associated with the design of CFS
members, designers are no longer able to
increase allowable stresses by 1/3 when the
loads are from wind or seismic events. In the
past, it was common practice to allow such
increases. This practice was supported by design
professionals, design specifications, loading
standards, and building codes for a century and
had deep roots in the design community. This
increase was allowed for seismic loads because
these loads were not considered until recently.
The rationale for the increase was that seismic
loads were intermittent and of short duration.
The IBC no longer permits the increase factor
for a load case of solely dead plus wind (or
seismic) load.

typical of wind and seismic events, has improved
our accuracy in determining wind and seismic
design loads, and has resulted in changes in
design loads to account for the intermittent
nature and variability of such loads. One such
change permits a 25% reduction in live load
when two or more types of live load exist,
provided the 1/3 stress increase is not also
taken. This 25% reduction in load is identical to
a 1/3 increase in allowable stress, insofar as 3/4
is the inverse of 4/3, and has been confused as
being equal to the existing 1.33 increase factor.
However, this 25% reduction cannot be applied
to a load case consisting solely of dead plus wind
loads, which may govern the design of roof
trusses in high wind regions. For this reason, the
loss of the 1/3 stress increase factor may
increase the amount of steel in a member by as
much as 1/3. While such an increase is extreme
and not typical, it is likely that trusses in high
wind regions will show some greater material
thicknesses (gauges) of component sections on
occasion due to the removal of this factor.
The above change was first published in the
1970s and used by some designers instead of
the old 1/3 stress increase factor, but the old
factor remained available (and in use) until
recently. The IBC no longer permits the increase
factor for a load case of solely dead plus wind (or
seismic) load.
While it can be difficult to accept building code
changes that may cause increases in material
costs, this change is needed to assure that CFS
continues to show safe and consistent
engineering performance under severe loadings
like hurricanes and earthquakes.

Research since that time has shown that steel
strength does not increase with load durations

8
3.08

SPECIFYING / DESIGNING

Wind Loading

Wind Load Factors
Determining the correct wind loads on individual structures can be very complicated, and it is important
to have a firm understanding of the way that a structure resists the wind. The following is a partial listing
of the factors that may have an influence on the wind loads used for the design of a truss:
• Geographic location of the building (to determine the basic wind speed, see “Basic Wind
Speed Map”)
• Height above ground
• Exposure category of terrain around the building being designed
• Building use
• Location of truss in building
• Location of building in relation to hills and escarpments
• Building dimensions
• Area of load carried by the truss
• Building porosity (open, closed or partially open)
• Dead load on the trusses to be considered for wind analysis (usually
less than the gravity design dead load).

Notes
1. Values are nominal design 3-second gust wind speeds in miles per hour (m/s) at 33 ft. (10m) above ground for Exposure C category.
2. Linear interpolation between wind contours is permitted.
3. Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.
5. Regions outside the contiguous 48 states - refer to ASCE 7 or your local building official.

1
3.09

SPECIFYING / DESIGNING

Snow Loading

The American Society of Civil Engineers (ASCE)
publishes Minimum Design Loads for Buildings
and Other Structures (ASCE7), which contains a
detailed procedure for determining snowdrift
loads. Regional characteristics such as
mountains, flat land and coastal and inland areas
can affect annual snowfall. Refer to the Ground
Snow Load Map, as published by ASCE.

Design Considerations

An important consideration in the roof design
process is the potential for varying types of snow
load conditions. Roofs and buildings that include
details or parapets and add-ons such as shed
roofs or solar panels need to be designed for
potential snow accumulation. Roof slope, surface
material textures and insulation may also affect
the potential for snow and ice accumulation.
The diagrams shown below are used to illustrate
some of the situations that may be encountered
when designing a roof system. Actual design
procedure as outlined in the applicable code
must be consulted when designing for snow.
Snow Loading

8
3.10

SPECIFYING / DESIGNING

Seismic Loading

Seismic Events
Over sixty percent of the land area of the USA is
considered seismically active. Certain regions of
the country are more prone to heavy seismic
activity than other areas, examples being
California, Alaska and Hawaii. Structures in these
regions are required to be designed for specific
lateral loads imposed through seismic activity.
In a seismic event, slippage in the earth's crust
releases energy that is transmitted along the
surface of the earth as a series of waves, similar
to the way that waves travel across water when
the surface is disturbed. These waves can
produce an up-and-down motion, a sideways
motion, or both.
The type and severity of the motion depends on
the amount of initial energy released, the
distance from the epicenter, type of ground fault
and soil characteristics. The back-and-forth
movement can cause brief accelerations of 1g or
higher in strong earthquakes. This ground

vibration changes its magnitude throughout the
duration of a seismic event. The vibrations
usually taper off, or dampen, in a few seconds,
although the waves can continue for several
minutes. Aftershocks are earthquakes of lesser
magnitude than the main earthquake. They may
occur for hours or days after the main
earthquake and originate near the initial
epicenter.

Seismic Design Categories
The International Building Code assigns a
Seismic Design Category to each location in the
USA based on earthquake probability, occupancy,
and soil characteristics. Categories A and B are
assigned to locations that do not require any
seismic design. Structures built in Category C
locations require some special detailing, but one
and two family dwellings are exempt from the
seismic provisions. Categories D1, D2, and E
require successively more load resistance and
attention to prescriptive details.

Map shown for illustration purposes only. See the IBC or ASCE7 for actual seismic loading maps and data.

1
3.11

SPECIFYING / DESIGNING

Seismic Loading

lasts the more damage it can cause. All types of
structural members and connections can fail
In most instances when buildings with trusses during long load cycles, as material fatigue
require seismic or wind analysis, the lateral occurs or connections slip apart.
forces on the building are resisted by a system of
diaphragms. Roofs and floor planes covered with CFS (Cold-Formed Steel) trusses are well suited
wood sheathing (plywood or OSB) or metal decks for use in seismic applications. They are light in
can be designed to create “horizontal” weight so the forces are low. They are quite stiff
diaphragms that can resist lateral loads. Vertical for their weight, so lateral displacements are
members such as exterior walls and interior minimized. They are also ductile which means
shear walls are connected to the horizontal that trussed systems are more likely to deform
diaphragms and to the building foundation to tie under overload than to fail suddenly.
the entire structure together. Specific trusses
may be designed to be located directly over the
In some structures trusses must be designed to
shear walls to transfer the horizontal load from a
resist horizontal loads generated by the sideways
portion of the roof to the shear wall. These
acceleration of their own mass during an
trusses are called “collectors,” or “drag trusses,”
earthquake. This requirement is usually ignored
because they collect the forces from the
because the connections designed for gravity
diaphragms and transmit them to the shear
loads and wind uplift loads are judged sufficient
walls. Determination of the required location,
to withstand any lateral loads that might occur. If
loading and connections for these drag trusses is
the roofing materials assembly is sufficiently
the responsibility of the building design
heavy and the seismic event severe enough the
professional.
building designer may require the inclusion of
additional loads during analysis or the use of
The model codes publish tables of shear values special connections.
for plywood panel systems and the metal deck
manufacturers publish their own proprietary
Another common horizontal load on trusses
values. Typically, shear panel systems designed
occurs when wind or seismic motion are
using the code tables specify nail or screw
imposed perpendicular to a wall that supports
patterns for the perimeter of the diaphragm and
the trusses. In this case a concentration of load
for the interior edges of the individual structural
is induced into the heel of the truss that must be
panels within the diaphragm.
transferred up to the roof diaphragm. This is the
opposite of a drag truss load, where the load
along the roof must be transferred to the wall
CFS Trusses and Seismic Resistance
below. In either case the connections between
Buildings in earthquake-prone regions should be the horizontal diaphragm and the vertical support
designed to protect occupants during a are critical to the safe design of the structure.
reasonably probable seismic event. Damaging
earthquakes have large motions but are usually
short in duration, lasting only a few seconds. This
is fortunate because the longer an earthquake

Diaphragms

8
3.12

SPECIFYING / DESIGNING

Sound Control

The Mass Law
Unwanted Sound
The transmission of unwanted sound,
classified as noise, is one of the most
common complaints made by the
occupants of modern buildings. This
problem has grown in recent years as
material suppliers have developed
products and construction methods to
reduce the weight of building components.
The goal has been to conserve material
and reduce both component cost and
construction time. Unfortunately, the goals
of lighter weight building materials and the
containment of noise often come into direct
conflict.

The amount of sound, or vibration, which is
transmitted through floors, walls and ceilings is
governed by the Mass Law, a theoretical rule that
relates the mass per unit area to the control of
airborne sound. The Mass Law equation
estimates that each time the frequency of
measurement or the mass per unit area of a
single layer is doubled, the sound transmission
loss (STL) is increased by about 6 decibels (dB).
A 6 dB reduction in sound provides roughly a
25% reduction of the original sound level,
contingent upon other factors such as
temperature and the frequency (Hz) of the sound.
In construction terms, a 4 inch thick concrete
floor has a sound transmission loss (STL) of 42
dB at 250 Hz. Doubling the floor thickness to 8
inches only increases the STL to 48 dB. This
doubling in thickness (and mass) provides only
the 25% reduction in transmission loss
described above. This is not an acceptable
solution in today’s construction market.

Sound Control
The subject of sound transmission is situation, or
construction project, specific. The source of the
sound or noise may be airborne, or structureborne, or a combination of both. Typically the
elimination of airborne noise requires a reduction
in the energy level of the sound waves, which are
created by fluctuations in atmospheric pressure
reaching the eardrum. Structure-borne noise is
created by unwanted vibrations. The designer
should select, from the outset, the system and
products that will deliver the appropriate results.
It is normally far more economical to integrate
the solution into the initial design than to attempt
to create an “add-on” solution during the
construction phase.
reflection

absorption

transmission

Methods of Sound Propagation

There are a number of companies specializing in
the engineering of noise control systems.
Because increasing mass is no longer the
solution of choice, these companies design
systems and products that create an interruption
in the noise path or create a containment barrier
(at the source) to prevent the noise from reaching
the receiver. These companies use four basic
tools to combat noise transmission: absorption,
barriers, damping and vibration isolation. A
number of products, from decking and fabric
barriers to mechanical devices, are used to
address specific transmission loss needs.

Resources
In general, many sound control design methods,
products and applications that work with other
framing systems can work with CFS framing.
Some of these products have been tested in CFS
applications and the product manufacturers have
published data on these applications. The
building designer who is striving for a particular
sound control solution should carefully examine
the manufacturer’s published data as well as
data published by independent researchers.
Here is a small sampling from the wide range of
valuable informational sources on sound control:
Steel Framing Alliance (SFA)
www.steelframingalliance.com
Residential Steel Framing – Builder’s Guide
to Fire and Acoustical Details, prepared for
The U.S. Department of Housing and Urban
Development (HUD) and the Steel Framing
Alliance by the National Association of
Home Builders (NAHB) Research Center,
Inc (2004).
North American Insulation Manufacturers
Association (NAIMA)
www.naima.org

Noise Is Measured in Decibels (dB)
Whispers: about 20 dB
Normal conversations: about 60 dB
City traffic: about 80 dB
Lawn mower/leaf blower: about 103 dB
Repeated exposure to sounds over 85 decibels is considered dangerous to hearing, and the
louder the noise, the less time it takes to damage hearing.

1
3.13

SPECIFYING / DESIGNING

Sustainability & LEED

Checklist (Materials and Resources section)
allow the award of one point each for overall
building materials totals which exceed 5% (one
point) and 10% (one point) recycled content
(based on post-consumer + 1/2 post-industrial
content). Since local TrusSteel Authorized
Fabricators build TrusSteel trusses, attribution
toward further LEED points may be obtained
when TrusSteel trusses are obtained from an
Authorized Fabricator that is considered local to
the project. Project checklists of the available
LEED points are available from the USGBC.

The U. S. Green Building Council

The U. S. Green Building Council (USGBC) defines
itself as “the nation’s foremost coalition of
leaders from across the building industry
working to promote buildings that are
environmentally responsible, profitable and
healthy places to live and work.” Councilsponsored consensus committees have
developed the Leadership in Energy and
Environmental Design (LEED) Green Building
Rating System in order to accelerate the
development and implementation of green
building practices. TrusSteel is proud to be a
member and supporter of the U.S. Green Building
Recycled Content
Council.

LEED Standards
Currently, LEED-NC (New Construction) is a goaloriented standard whereby point-based goals are
set for specific areas of building design, with
point awards based upon green-oriented criteria
such as reduced site disturbance, increased
energy performance, resource reuse, use of
materials local to the site and the specific
recycled content of building materials. Sections
4.1 and 4.2 (Recycled Content) of the LEED-NC

TrusSteel trusses are made with 100% U.S.
Prime steel. This steel is not only 100%
recyclable, it is composed of steel that is nearly
all recycled. According to the Steel Recycling
Institute, “steel used in structural steel building
products, whether produced via the EAF (electric
arc furnace) method or the BOF (blast oxygen
furnace) method can be used in the LEED
calculations to exceed both 5% and 10% goals.”
Further information on the LEED calculation may
be obtained from the USGBC and from the Steel
Recycling Institute publication, Steel Takes LEED
with Recycled Content.

Information Resources
Here are Web sites where you can learn more about the USGBC,
calculating LEED percentages and steel recycling:
U.S. Green Building Council (creators of the LEED standards)
www.usgbc.org
Steel Recycling Institute
www.recycle-steel.org
American Institute of Steel Construction (AISC)
www.aisc.org

8
3.14

SPECIFYING / DESIGNING

Fire Resistance & UL

state, county and municipal authorities and
inspectors recognize UL listings. The building
Building codes often have requirements that designer is responsible for determining the
building elements perform for a specific period of suitability of use for UL Listed assemblies in
time when subjected to the elevated specific building designs.
temperatures associated with a fire event, based
upon the defined type of building/occupancy. One Online Updates
of these requirements is that the building
element must withstand a fire event while Underwriters Laboratories (UL) Listed Fire
supporting a specific load. One method of Resistive Designs with TrusSteel trusses have
documenting this performance is by testing at proven to be key documents in gaining the
Underwriters Laboratories, Inc. (UL). UL has the confidence and specifications of architects,
ability to perform fire tests on building elements engineers and end users. TrusSteel Listed Fire
and assemblies according to standards Rated Assemblies have also proven to be living
published by the American Society of Testing and documents, undergoing frequent updates as
Materials (ASTM). Building elements and TrusSteel, along with our partner companies in
assemblies that pass this testing qualify as these listings, continues to expand the Listings to
include different materials and material
Listed UL assemblies.
configurations. For this reason, we do not provide
Building assemblies containing TrusSteel trusses a printed copy of these Listings but rather
have been tested at UL, and these assemblies encourage designers to visit the UL Web site and
have been Listed as having 1 hour, 1-1/2 hour view or download the most current Listings. To
and 2 hour fire resistive properties as described find these Listings, point your browser to
and when utilized as described in the UL reports http://www.ul.com and search on the Design
listed in this Guide. TrusSteel has earned the UL Numbers listed in this Guide, or perform a
Classification Mark as to its fire-resistive keyword search for “TrusSteel” under the
properties. This mark appears on TrusSteel Certifications section of the website.
members for easy identification.

TrusSteel and UL

TrusSteel components bear the UL Recognized
Insurance rating bureaus and many Federal,
Component mark.

UL Listings
Assemblies

1
3.15

TrusSteel products qualify for hourly ratings as shown below.

SPECIFYING / DESIGNING

Trusses as Building Components

Efficient Components
Trusses are versatile and efficient framing
components. They are available in an almost
infinite combination of profiles, depths, and
internal web patterns, depending upon the
required building geometry and loads. The great
efficiency of trusses comes as the result of the
custom-design of almost every truss for its
particular location and application.

Truss Profiles
Truss profiles are usually the result of the need to
create specific roof planes and perimeter
conditions. Truss depths are usually driven by
roof planes and heel heights, but are also driven
by the need to create strength.

Truss Web Patterns
Truss web patterns are generated by the truss
designer to create the most efficient truss. Web
patterns are often tailored to allow more efficient
truss bracing. Patterns can also be tailored to
create clear paths (runs or chases) through the
web pattern to allow the passage of ductwork.
The creation of these runs can speed the
installation of mechanical systems.

Fink
Room-in-Attic

Available Combinations
The trusses in these charts represent a fraction
of the possible combinations of truss span, load,
profile and depth. If you have a specific truss
configuration and you need load/span
information, please contact your local Authorized
TrusSteel Fabricator. You can find a list of these
Fabricators on www.TrusSteel.com.

Howe
Hip Girder

Double Fink

Flat Truss
(Warren pattern)

Sloping Top Chord
(Howe pattern)
Double Howe

Scissor mono

Double Fink Scissor

Mono

Howe Scissor

8
3.16

SPECIFYING / DESIGNING

Roof Truss Systems - Framing Styles

Introduction
Framing with trusses gives the building designer the versatility to accomplish a multitude of
interior and exterior building geometries while allowing the inside of the building to be free of
any supports. Within any roof style there are many truss framing methods or systems. These
systems can vary based on framing material (steel or wood), the experience of the designer, and
even vary from region to region. However trusses are designed and regardless of the roof style,
the challenge is to create a truss system that is efficient both to fabricate and to install. A few of
the more common framing systems for steel trusses are described below. Please note that the
names given to specific trusses, truss conditions and framing systems can vary from region to
region. Ceiling lines may be flat or sloped. Sloped ceilings have some limitations, so please
consult the truss designer.

Hip Systems
A hip roof framing system allows a roof area to
have a sloping roof plane rising from every wall
segment. This system uses smaller trusses (jack
trusses) that are placed at 90 degrees to the
front wall (see illustration). A truss (hip jack) runs
directly underneath the hip ridge line and spans
at an angle different from the other trusses. Hip
jack trusses are supported by a larger truss
(sometimes called the #1 hip truss) that spans

the width of the building and is located a short
distance (setback distance) from the front wall.
For best efficiency of the stepdown hip system, a
good rule of thumb is to keep the setback
distance to less than 10 feet. A hip system offers
the benefits of clear span with an eave or fascia
line maintained at the same elevation around the
building. The end slope may be equal to or
different from the side slope.

Typical Stepdown Hip System
Note: Truss bracing not shown for clarity.

1
3.17

SPECIFYING / DESIGNING

Roof Truss Systems - Framing Styles

Gable and Valley Systems
Gable System
A gabled roof system allows a framed area to
have a vertical plane coming off an end wall.
This framing system gives the appearance that
the vertical plane of the end wall extends up to
the roof plane. The trusses in this system span
the width of the roof area and can be of the same
profile throughout the length of the building
provided other interior or exterior geometry
changes do not occur. The first truss is located
on the end wall and is called the gable end truss.
The gable end truss, unlike the other trusses in
this system, is typically supported continuously
by the end wall for vertical loads, and resists the
horizontal wind load and transfers that load to
the building diaphragm. Because of its unique
role, the gable end truss may have a different
web pattern and may require different types of

bracing than the common trusses. A gable end
truss will typically have vertical webs spaced at
16” or (no more than) 24” on center, to resist
lateral wind loads and to accommodate the
attachment of sheathing. Gable end truss
vertical webs, when sheathed, will act like wall
studs.

Valley System
Valley trusses are generally supported by the
clear-span trusses below to form new,
intersecting ridge lines. Valley trusses can be
attached directly to the top chord of the
supporting trusses below or directly to the roof
decking (see photo).

Typical Gable & Valley System
Note: Truss bracing not shown for clarity.

8
3.18

SPECIFYING / DESIGNING

Roof Truss Systems - Piggybacks

Installation Sequence
Applications
There are instances when a roof truss
application, due to a combination of roof pitch
and truss span, will require trusses that would
be too tall to build, deliver or handle
economically. In such instances, two or more
trusses can be built and delivered which will,
when installed together, do the work of each
single, oversized truss. Of these two trusses,
the bottom component is called the base truss
Cap truss installed on top of base truss. Note and the truss that rides on top is called the
continuous bracing on top chord of base truss piggyback or cap truss (see illustration). As a
and connection clip.
rule of thumb, individual trusses that would be
over ten to twelve feet tall would probably be
candidates for a piggyback system.

During installation, piggyback system base
trusses are installed first and proper bracing is
installed for the base truss set. Base trusses
must be installed to resist the uplift forces of the
entire piggyback system. Bracing of the top
chords of the base trusses is essential and is
often accomplished using roof decking/
sheathing or continuous purlins. This bracing
must be completed prior to the installation of the
cap trusses.
Cap trusses are then attached to the base
trusses in a proper manner to resist lateral and
uplift forces. Connections of the cap trusses to
the base truss set are sometimes made using
proprietary connectors (see Section 5). Decks or
purlins for the roof membrane system may then
be applied to the cap trusses.
During design and estimation, designers and
contractors will want to account for these
additional materials as well as for the fasteners
required to install decking, purlins, clips, etc.
Additional labor may be required to install these
materials and the piggyback trusses.

Piggyback System

1
3.19

SPECIFYING / DESIGNING

Roof Truss Systems - Piggybacks

Standard Details

Required Information

Several TrusSteel Standard Details are available
to assist the designer in understanding and
detailing piggyback systems. These Details may
be downloaded from www.TrusSteel.com or from
the electronic version of this manual. Detail
TS003A is shown below as an example.

The Truss Designer will need the following
information about the roof system before
designing the piggyback system:
• all roof conditions that could require trusses
whose height will exceed the maximum
allowable truss height (candidates
for piggybacking)
• type of continuous framing / support to be
Rafting
used on top of the base trusses (roof
Piggyback truss systems, when properly
decking/sheathing or continuous purlins)
designed and braced, can be candidates for the • type of clip to be used to attach the piggyback
installation technique known as rafting. See
trusses to the base trusses or to the roof
Section 7 of this manual for more information on
decking/sheathing.
rafting.

8
3.20

SPECIFYING / DESIGNING

Roof Truss Systems - Overhangs & Cantilevers

Common Heel Conditions

Truss Heels

Heel height

The end of a truss is also known as the heel of a
truss. All trusses have two heels, one at each
end. The heel height of a truss is the distance
from the top edge of the top chord to the bottom
edge of the bottom chord at the heel (see
illustration).

Minimum Heel Heights for
TrusSteel Trusses

Standard Heel

Due to the internal configuration of heels for nonparallel chord trusses, these trusses have a
minimum heel height (see table below). TrusSteel
trusses can be fabricated with lower-thanminimum heel heights. Using greater than
minimum heel heights can help create more
efficient trusses.

Minimum Heel Height Table

Standard Heel with Overhang

Heel height in inches
Roof
Chord Size
Slope
TSC2.75
TSC4.00
________________________
2
3
4
5
6
7
8
9
10
11
12

Heel height

Standard Heel with Boxed Return

8-1/16
8-1/8
8-1/4
8-3/8
8-1/2
8-11/16
8-13/16
9
9-1/4
9-7/16
9-11/16

Overhangs and Cantilevers
Most designers who place pitched roofs on
buildings design those roofs with perimeter
overhangs. Overhangs can be accomplished with
trusses by extending the top chords of trusses
(overhangs), or by cantilevering the ends of the
trusses out past the perimeter bearing support
(see illustration). Cantilevered trusses are
generally more efficient trusses than those with
overhangs, and can simplify the installation of
fascia and soffit materials. A cantilevered truss
can also have a top chord overhang.

Cantilever distance

Cantilevered Heel

1
3.21

5-9/16
5-5/8
5-11/16
5-3/4
5-7/8
5-15/16
6-1/16
6-3/16
6-3/8
6-1/2
6-11/16

SPECIFYING / DESIGNING

Roof Truss Systems - Sample Spans

Sample Tables
Each TrusSteel truss is engineered
individually to meet the load, span, spacing
and geometry requirements of a specific
project. There are literally millions of possible
combinations. These tables show a small
sample of those combinations, based on the
most common design criteria and simple
common trusses.
Contact your local TrusSteel Authorized
Fabricator to obtain truss designs for your
specific project needs.

General Notes:
1) Spans shown in charts are in feet.
2) Loads shown above are outlined as Top Chord Live Load (TCLL), Top Chord Dead Load (TCDL) and
Bottom Chord Dead Load (BCDL).
3) Top chords are assumed to be restrained laterally by structural sheathing.
4) Bottom chords are assumed to be restrained laterally at intervals not to exceed 24 inches.
5) Deflection limits: Live Load - L/360, Total Load - L/240
6) Trusses designed in accordance with ASCE7-02 wind and these considerations:
• Wind speed shown in charts
• Exposure C
• Building category II
• Truss bearing elevation is 8’0”
• No topographic effect from escarpment or hill taken into consideration.
• Enclosed building
7) Certain truss span and pitch combinations may require a truss to be “piggybacked”
due to shipping restrictions.
8) Trusses in excess of 80’-0” are possible - refer to TrusSteel
Technical Bulletin TB991102.
For additional information regarding large span trusses, contact a TrusSteel Authorized Fabricator.
9) Scissor trusses described in this table are designed with a bottom chord pitch equal to half of the top
chord pitch (i.e. a 6/12 top chord pitch scissor truss will have a 3/12 bottom chord pitch). Many other
top/bottom chord pitch variations are possible.
10) Designs may include multiple material thicknesses (mils or gauges) for top and bottom chords as
determined by the designer using steelVIEW engineering software. Maximum steel thicknesses are
43 mils (18 GA) for the TSC2.75 chord and 54 mils (16 GA) for the TSC4.00 chord in table above.
11) Truss web patterns will be determined by the designer using steelVIEW engineering software.

8
3.22

SPECIFYING / DESIGNING

Floor Truss Systems

system, TrusSteel recommends a minimum live
load deflection criteria of L/360; more rigid
requirements may be specified. All TrusSteel
floor trusses are recommended to be fabricated
with a minimum of two patented Double-Shear
fasteners at all web-to-chord connections to
ensure rotational stability of the web and
increase product stiffness.

Configurations

TrusSteel floor trusses provide the convenience
of open web members.

TrusSteel open web floor trusses are fabricated
with the same materials used in TrusSteel roof
trusses. The obvious advantage of an open web
floor truss over conventional joist framing is the
ease of equipment installation for the
mechanical, electrical and plumbing trades.
TrusSteel open web floor trusses may allow
greater clear-span capabilities and facilitate a Girders
variety of bearing options. Truss depth and oncenter spacing will be determined by specific Multiple ply girders at stairwells and other
loading and span requirements.
openings allow TrusSteel to provide the entire
floor framing package. These girders are
designed to carry concentrated loads at specific
Serviceability
locations and must be installed according to
Serviceability parameters are specified by the approved shop drawings. Standard connection
building designer and then trusses are designed details are provided with the truss package to
accordingly. In order to ensure a rigid floor ensure proper installation and load transfer.

Truss bears on support member at the
truss heel.
Continuous strongback bracing provides
stability and reduces dynamic response of
truss system.

Duct work runs through optional integral
chase opening created in truss webs.

Truss girder (two-ply girder shown)
supports other CFS trusses.

Typical Floor Truss System
Note: Truss bracing not shown for clarity.

1
3.23

SPECIFYING / DESIGNING

Floor Truss Systems

Bearing Options

Deck Connections

Multiple bearing options offer the building
designer flexibility in assigning bearing
elevations and coordinating with other structural
systems. While the majority of floor trusses bear
directly on the truss bottom chord, top chord
bearing can be an option to reduce the overall
building height. Mid-height bearing at both
exterior and interior beams can eliminate the
need for boxed framing and deliver a flat ceiling
throughout.

Whether using a plywood sub-floor in residential
framing or metal deck with concrete in
commercial construction, deck attachment can
be achieved with screws or proprietary ring
shank pneumatically installed nails. TrusSteel
recommends a minimum steel thickness of 33
mils (20 GA) for the truss top chord in all floor
truss applications. The application of acoustical
and thermal gasket materials to the top chord
can reduce sound and thermal transmission.

Dynamic Response
The dynamic response of a TrusSteel open web
truss floor system is greatly reduced by requiring
the installation of strongback bridging (generally
a 5-1/2” cee stud attached to vertical webs) at a
maximum of 10’-0” on-center. This load
distribution mechanism converts individual truss
components into a rigid floor system. Strongback
bridging may be attached to the truss web
members with standard single shear screws.

Standard strongback installed on vertical webs.

Strongback splice - overlap one truss as shown.

8
3.24

SPECIFYING / DESIGNING

Floor Truss Systems - Sample Span Tables

Floor Truss Span Tables
The abbreviated span tables shown represent
only a small sample of the possible floor truss
load/span/depth combinations. Contact your
local TrusSteel Authorized Fabricator to discuss
your specific truss needs.

Allowable Duct Sizes

Allowable Duct Size Table
This chart shows a sampling of available duct
openings in web patterns that are available in
some of the most common floor truss
configurations. Sizes of allowable openings may
be affected by specific floor loading conditions.
Contact your TrusSteel Authorized Fabricator to
discuss your specific truss needs.

1
3.25

SPECIFYING / DESIGNING

Guide Specification - Section 05 44 00

Notes to Specifier

SECTION 05 44 00
(Section 05425 in MasterFormat 1995)

This section is based on products engineered
by ITW Building Components Group, Inc.,
which is located at:
1950 Marley Drive
Haines City, FL 33844
Tel: (888) 565-9181
www.TrusSteel.com

PRE-ENGINEERED PRE-FABRICATED
COLD-FORMED STEEL TRUSSES

Truss Fabricators

1.1 - SECTION INCLUDES

A nationwide network of TrusSteel
Authorized Fabricators quote, build and
deliver the trusses (in the same business
model as wood trusses). For a list of
TrusSteel Authorized Fabricators, visit
www.TrusSteel.com.

Product
The TrusSteel Division of ITW Builing
Components Group, the Truss Component
Manufacturer, has a unique, proprietary ColdFormed Steel (CFS) chord section that, when
combined with a dedicated truss design and
engineering software package, allows local
fabricators to supply high quality, reliable
designs with great speed and flexibility.
The CFS trusses are light in weight and
easy to deliver, handle, and install, while
providing resistance to insect damage,
deterioration, shrinkage, fire damage, and nail
popping that can affect wood truss
assemblies.
The TrusSteel chord shape is a symmetrical
"U" shape that avoids the eccentric loading
conditions that often occur with nonsymmetrical chord shapes like common steel
"C" shapes, sometimes referred to as "backto-back" shapes.

Electronic Specifications
An electronic, text-only version of this
specification is available on the CD version of
the manual or from www.TrusSteel.com. This
specification is provided in text-only format
with a minimum of formatting for use in all
word processors.

Additional Notes in Specifications
This specification contains additional
explanatory notes and instructions. These are
indicated with a ## symbol and are printed in
gray text within the body of the specification.

PART 1 - GENERAL

section.
A. ANSI/AISI/COS/S100-07/S2-10: North
American Specification for the Design of ColdFormed Steel Structural Members; American Iron
and Steel Institute; 2007 edition including the
2010 Supplement.
B. ANSI/AISI/COFS/S200-07: North American
Standard for Cold-Formed Steel Framing General Provisions; 2007.

A. Pre-engineered cold-formed steel trusses.
B . Cold-formed steel framing accessories.

C. ANSI/AISI/COFS/S214-07/S2-08: North
American Standard for Cold-Formed Steel
Framing - Truss Design; 2007 edition including
the 2008 Supplement.

1.2 - RELATED SECTIONS

D. AISI/COFS - Practice Guide - CF06-1: Code of
## Delete any sections below not relevant to this Standard Practice for Cold-Formed Steel
project; add others as required.
Structural Framing; 2006.
A. Section 05 30 00 -Metal Decking (Section
05300 in MasterFormat 1995).
E. ASTM A 370-09 - Standard Test Methods and
B. Section 05 40 00 - Cold-Formed Metal Definitions for Mechanical Testing of Steel
Framing (Section 05400 in MasterFormat 1995). Products; 2009.

1.3 - DEFINITIONS
A. Truss Component Manufacturer: The
manufacturer of the components that will be
assembled into trusses by the Truss Fabricator.
See MANUFACTURERS for acceptable Truss
Component Manufacturer.
## Delete the last sentence in the following
paragraph if acceptable Truss Fabricators are not
listed in PART 2.

F. ASTM A 500-03a - Standard Specification for
Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes; 2003.
G. ASTM A 653-09 - Standard Specification for
Steel Sheet, Zinc-Coated (Galvanized) or ZincIron Alloy-Coated (Galvannealed) by the Hot-Dip
Process; 2009.
H. CFSBCSI - Cold-Formed Steel Building
Components Safety Information; Cold-Formed
Steel Council (CFSC); 2008 edition with CFSB3
summary sheet insert.

B. Truss Manufacturer: The individual or
organization that assembles the Truss
Component Manufacturer’s components into
completed trusses. See MANUFACTURERS for
I. CFSEI Technical Note 551d - Design Guide for
acceptable Truss Fabricators.
Construction Bracing of Cold-Formed Steel
Trusses; Cold-Formed Steel Engineers Institute;
C. Truss Design Drawing: Written, graphic and
February 1997.
pictorial depiction of an individual truss.
D. Truss Design Engineer: Person who is
licensed to practice engineering as defined by
the legal requirements of the jurisdiction in
which the building is to be constructed and who
supervises the preparation of the truss design
drawings. In this case, the Truss Design
Engineer is the Truss Component Manufacturer.
E. Truss Placement Diagram: Illustration
identifying the assumed location of each truss.

J. CFSEI Technical Note 551e - Design Guide for
Permanent Bracing of Cold-Formed Steel
Trusses; Cold-Formed Steel Engineers Institute;
February 1998.

1.5 - SUBMITTALS
A. Submit under provisions of Section 01 30 00
(Section 01300 IN MF95).

B. Product Data:
Truss Component
Manufacturer's descriptive literature for each
1.4 - REFERENCES
item of cold-formed metal framing and each
## Delete references from the list below that are accessory specified in this section.
not actually required by the text of the edited

8
3.26

SPECIFYING / DESIGNING

Guide Specification - Section 05 44 00

C. Truss Design Drawings: Detailed drawings
prepared by Truss Manufacturer under the
supervision of the Truss Design Engineer that are
in accordance with AISI references. These
drawings may also include referenced detail
drawings germane to the trusses.

Manufacturer's recommendations and in manner
necessary to prevent damage or distortion.

B. Store and protect products in accordance with
Truss
Component
Manufacturer's
recommendations and in manner necessary to
D. Truss Placement Diagram: Diagram that prevent damage, distortion and moisture buildup.
identifies the assumed location of each
individually designated truss and references the
corresponding Truss Design Drawing.
PART 2 -PRODUCTS

2. All applications for substitution must
include samples and technical data.

2.2 - COMPONENTS
A. Pre-Engineered Pre-Fabricated Cold-Formed
Steel Trusses: TrusSteel truss components, by
ITW Building Components Group, Inc.; meeting
specified requirements.
1. Truss Type, Span, and Height: As indicated
on drawings.

E. Installation Instructions: Truss Component
## Insert name of local code and deflection
Manufacturer's printed instructions for handling, 2.1 - MANUFACTURERS
requirements.
storage, and installation of each item of coldformed metal framing and each accessory ## ITW Building Component Group, Inc. (the
2. Comply with requirements of
Truss Component Manufacturer) produces the
specified in this section.
______________________ code.
truss components, which are then assembled
into completed trusses by one of their approved
1.6 - QUALITY ASSURANCE
3. Deflection Under All Loads : 1/______th of
fabricators (the Truss Fabricator). Visit
A. Provide design of trusses by Truss Component
span, maximum.
www.TrusSteel.com or call 888-565-9181 for a
4. Deflection Under Live Loads: 1/______th of
Manufacturer, using design methodologies list of Truss Fabricators. A free TrusSteel Design
span, maximum.
Manual CD is also available.
recommended in AISI references.
5. Shop fabricate in accordance with Truss
1. Determine mechanical properties of load
Design Drawings, using jigging systems to
A. Acceptable Truss Component Manufacturer:
bearing components by testing in accordance
ensure consistent component placement
TrusSteel Division of ITW Building Components
and alignment of components, and to
with ASTM A 370-09.
Group, Inc.; 1950 Marley Drive, Haines City, FL
maintain specified tolerances; field
2. Provide drawings by a design professional 33844.
Tel:
(888)
565-9181.
fabrication is strictly prohibited unless
registered in the State in which project is to be www.TrusSteel.com.
performed by authorized Truss
constructed.
## Delete the following paragraph if it is not
Manufacturer using Truss Manufacturer’s
3. Provide Truss Manufacturer’s Truss Design necessary to list acceptable Truss Fabricators.
shop assemblers and proper jigging
Obtain from TrusSteel a current list of Approved
systems.
Drawings.
Truss Fabricators known to have the capability of
6. Shop fabrication of other cold-formed steel
B. Pre-Installation Meeting: Meet at job site prior fabricating products described in this section.
framing components into assemblies prior
to installion is permitted; fabricate
to scheduled beginning of installation to review List of TrusSteel Authorized Fabricators is
available from www.TrusSteel.com.
assemblies in accordance with shop
requirements:
drawings.
1. Attendees: Require attendance by B. Acceptable Truss Fabricators: Truss
7. Fasten connections within truss assembly
components
shall
be
fabricated
into
completed
representatives of the following:
with Truss Component Manufacturer’s
trusses by one of the following local fabricators:
fasteners only and as shown on the Truss
a. Installer of this section.
Design Drawings; welding and other
b. Other entities directly affecting, or 1. _________________________________.
fasteners are prohibited.
affected by, construction activities of this section,
8. Fabricate straight, level, and true, without
2. _________________________________.
including but not limited to, the following:
rack, and to the tolerances specified in
1) Installer of truss support framing.
ANSI/AISI/COGFS/S214-07/S2-08.
3. _________________________________.
2) Installer of mechanical systems.
B. Truss Chord and Web Components:
3) Installer of electrical systems.
## Delete one of the following two paragraphs;
TrusSteel components, with rolled or closed
coordinate
with
requirements
of
Division
1
2. Review potential interface conflicts;
edges to minimize the danger of cutting during
section on product options and substitutions.
coordinate layout and support provisions.
handling; chord and web components without
rolled edges are prohibited.
C. Substitutions: Not permitted.
1. Shapes, Sizes and Thicknesses: As
1.7 - DELIVERY, STORAGE, AND
required to suit design and as indicated
D. Requests for substitutions will be considered
HANDLING OF STEEL TRUSSES
on shop drawings.
in accordance with provisions of Section 01 60
2. Chords: Cold-formed from ASTM
00.
A653-06a galvanized steel sheet,
A. Pack, ship, handle, unload, and lift shop
1. All substitutions must be approved in
minimum G60 coating; minimum yield
writing by the Architect or Building
products in accordance with Truss Component
strength of 55,000 psi (380 MPa).
Designer.

1
3.27

SPECIFYING / DESIGNING

Guide Specification - Section 05 44 00

## Some TrusSteel chord members are
manufactured from ASTM A653 steel of a higher
grade with minimum yield strength of 55 ksi (380
MPa) and minimum tensile strength of 65 ksi (448
MPa)

a. Nominal 28 mil (22 GA) members:
1) Minimum bare metal thickness:
0.0284 inch (0.72 mm).
2) Maximum design thickness:
0.0299 inch (0.76 mm).
b. Nominal 33 mil (20 GA) members:
1) Minimum bare metal thickness:
0.0329 inch (0.84 mm).
2) Maximum design thickness:
0.0346 inch (0.88 mm).
c. Nominal 43 mil (18 GA) members:
1) Minimum bare metal thickness:
0.0428 inch (1.09 mm).
2) Maximum design thickness:
0.0451 inch (1.15 mm).
d. Nominal 54 mil (16 GA) members:
1) Minimum bare metal thickness:
0.0538 inch (1.37 mm).
2) Maximum design thickness:
0.0566 inch (1.44 mm).
e. Nominal 68 mil (14 GA) members:
1) Minimum bare metal thickness:
0.0677 inch (1.72 mm).
2) Maximum design thickness:
0.0713 inch (1.31 mm).
f. Nominal 97 mil (12 GA) members:
1) Minimum bare metal thickness:
0.0966 inch (2.46 mm).
2) Maximum design thickness:
0.1017 inch (2.58 mm).

minimum G90 coating; minimum yield strength
of 40 ksi (276 MPa) for 20 and 18 GA
components or 50 ksi (345 MPa) for 16 GA
components; minimum tensile strength of 55 ksi
(379 MPa) for 20 and 18 GA components or 65
ksi (448 MPa) for 16 GA components.
a. Nominal 33 mil (20 GA) members:
1) Minimum bare metal thickness:
0.0329 inch (0.84 mm).
2) Maximum design thickness:
0.0346 inch (0.88 mm).
b. Nominal 43 mil (18 GA) members:
1) Minimum bare metal thickness:
0.0428 inch (1.09 mm).
2) Maximum design thickness:
0.0451 inch (1.15 mm).
c. Nominal 54 mil (16 GA) members:
1) Minimum bare metal thickness:
0.0538 inch (1.37 mm).
2) Maximum design thickness:
0.0566 inch (1.44 mm).
C. Fasteners Used in Fabricating Trusses:
Fasteners as recommended by Truss Component
Manufacturer, bearing stamp of Truss
Component
Manufacturer
for
ready
identification.

section before unacceptable conditions
have been corrected is prohibited.
3. Beginning construction activities of this
section indicates installer’s acceptance of
conditions.

3.2 - INSTALLATION
A. Install trusses in accordance with Truss
Component Manufacturer’s instructions and
Truss Manufacturer’s Truss Design Drawings.
Use correct fasteners as previously described.
B. Place components at spacings indicated on
the Truss Design Drawings.
C. Install all erection (temporary installation)
bracing and permanent bracing and bridging
before application of any loads; follow
recommendations of the CFSBCSI - Cold-Formed
Steel Building Components Safety Information.

D.
Install
erection
bracing
-follow
recommendations of CFSBCSI Cold-Formed Steel
Building Components Safety Information.
1. Provide bracing that holds trusses straight
and plumb and in safe condition until
decking and permanent truss bracing has
PART 3 EXECUTION
been fastened to form a structurally sound
framing system.
3.1 EXAMINATION
2. All sub-contractors shall employ proper
construction procedures to insure adequate
A. Verify that bearing surfaces and substrates are
distribution of temporary construction loads
ready to receive steel trusses.
so that the carrying capacity of any single
truss or group of trusses is not exceeded.
## The tolerances appropriate for truss bearings
surfaces are dependent on required tolerances of
3. Tube Webs: Cold-formed ASTM A500 subsequent construction; coordinate with other E. Install permanent bracing and bridging as
shown in the Architect/Engineer-of-Record’s
steel structural tubing; minimum yield sections and modify as required.
drawings and notes and as shown in the Truss
strength of 45 ksi (310 MPa); minimum tensile
strength of 55 ksi (380 MPa).
B. Verify that truss bearing surfaces are within Fabricator’s shop drawings.
a. Nominal 33 mil (20 GA) members: the following tolerances:
F. Removal, cutting or alteration of any truss
1) Minimum bare metal thickness:
1. Variation from Level or Specified Plane:
chord, web or bracing member in the field is
0.033 inch (0.84 mm).
Maximum 1/8 inch in 10 feet (6 mm in
prohibited unless approved in advance in writing
2) Maximum design thickness:
3 m).
0.035 inch (0.89 mm).
2. Variation from Specified Position: Maximum by the Architect/Engineer-of-Record and the
Truss Designer.
b. Nominal 47 mil (18 GA) members:
1/4 inch (6 mm).
1) Minimum bare metal thickness:
0.047 inch (1.19 mm).
C. Verify that rough-in utilities and chases that G. Repair or replace damaged chords, webs, and
2)Maximum design thickness:
will penetrate plane of trusses are in correct completed trusses as previously directed and
0.049 inch (1.24 mm).
locations and do not interfere with truss, bracing approved in writing by the Architect/Building
Designer and the Truss Component
c. Nominal 63 mil (16 GA) members: or bridging placement.
Manufacturer.
1) Minimum bare metal thickness:
0.063 inch (1.6 mm). D. Inspect conditions under which installation is
2) Maximum design thickness:
to be performed and submit written notification if 3.3 FIELD QUALITY CONTROL
## This article is optional.
0.065 inch (1.65 mm).
such conditions are unacceptable to installer.
1. Notify Architect/Engineer-of-Record within
A. Owner will provide inspection service to
4. Rolled formed Webs: Cold-formed from
24 hours of inspection.
inspect field connections; see Section 01 40 00.
ASTM A 653/A 653M galvanized steel sheet,
2. Beginning construction activities of this

8
3.28

ENGINEERING / SHOP DRAWINGS

Engineering

Design Responsibilities

Truss Designer

The Committee on Framing Standards (COFS) of
the American Iron and Steel Institute has created
the Standard for Cold-Formed Steel Framing Truss Design (latest revision is AISI S214-07/S208) to provide technical information and
specifications on CFS truss construction. Specific
design responsibilities are defined within the
Standard in Section B. While these definitions are
not intended to replace any other allotments of
responsibilities that may be agreed upon by
involved parties, they do provide a proven
framework
for
most
projects. The
responsibilities, as defined in the Standard, are
given below:

The Truss Designer shall make available, upon
request, comprehensive design calculations
including the following information:
(a) loads and load combinations considered
(b) axial forces, moments, and shears
resulting from the applied loads and load
combinations
(c) design assumptions.

The Building Designer
The Building Designer shall specify the following
information:
(a) design loads in accordance with Section C
of the Standard
(b) roof profile and geometry
(c) bearing conditions
These and other reference materials are
(d) temperature and moisture environment for
available from the American Iron and Steel
the intended end use
Institute. See Section 8 of this Manual for contact
(e) any special requirements or considerations
information.
to be taken into the truss design.
The Building Designer shall provide for the
following in the design and detailing of the
building:
(a) horizontal, vertical, or other truss deflection
due to design loads
(b) truss movement due to temperature
changes
(c) truss supports and anchorage
accommodating horizontal, vertical or other
reactions or displacements
(d) permanent truss bracing to resist wind,
seismic, and any other lateral forces acting
perpendicular to the plane of the truss
(e) permanent lateral bracing as specified by
the truss designer.

1
4.01

Truss Design Drawings
The truss design drawings shall include, as a
minimum, the following information:
(a) slope, depth, span, and spacing of the truss
(b) bearing locations and minimum bearing
lengths
(c) design loading(s)
(d) nominal reaction forces and direction
(e) location of all truss connections
(f) gusset plate locations, sizes and material
specification
(g) fastener type, size, quantities and
locations
(h) shape and material specification for each
component
(i) maximum nominal compressive force in all
truss members
(j) locations of required permanent truss
member bracing
(k) connection requirements for:
(1) truss-to-truss girder
(2) truss ply-to-ply
(3) field assembly of trusses
(l) calculated deflection ratio and/ or
maximum deflection for live and total load.

Loading
The loads and load combinations to be used in
the design of cold-formed steel trusses shall be
determined by the building designer as
established by the local building code. In the
absence of such a code, the loads, and
combinations of loads shall be in accordance
with accepted engineering practice for the
geographical area under consideration as
specified by the appropriate sections of ASCE 7.

ENGINEERING / SHOP DRAWINGS

Engineering

Information Flow
The flow of design responsibilities within a truss
project creates an information flow that must be
understood by all participants. Each participant
plays a key role in handling large amounts of
information.
Open communication during this process is
critical for the success of a project. This diagram
shows the flow of responsibilities and
information for a typical truss project.

8
4.02

ENGINEERING / SHOP DRAWINGS

Shop Drawings

Shop drawings are the primary vehicle for
transferring design information from the truss
designer to the building designer for review.
Clear, easy to understand shop drawings make
the job of the reviewer easier and help speed the
approval process. Each individual truss design is
described with a unique shop drawing. Load,
span, deflection and other design parameters are
clearly stated. Special design criteria and
bracing requirements are given, and additional
details are referenced on the drawing. Every
truss component member, fastener and internal
connector is located and identified. Truss profile,
pitch breaks and bearing points are fully
dimensioned.

Individual shop drawings are often supported
with engineering details. These accompanying
details are referenced on the shop drawings and
are included with the shop drawings in the
submittal package. Common internal connection
situations are referred to appropriate Standard
Details. New details are created, as needed, to
describe unique situations.

Key to Illustration
A
B
C
D
E
F

Truss materials
Special design considerations
Truss design
Reactions (including uplift) and bearing width
Other considerations
Load and spacing design parameters

Sample drawing

1
4.03

NOTES

8
4.04

CONNECTIONS / DETAILS

Overview & Applications

Trusses are connected to each other, as well as Notes for Truss-to-Truss Connections
to other building systems and bearings, through • Connections are designed to support vertical
the use of proprietary connectors (sometimes
loads only in an upward or downward
called “connectors”).
These proprietary
direction.
connectors, sold by Alpine, are manufactured to
Alpine specifications and form an integral part of
Notes on Truss-to-Bearing Connections
the complete TrusSteel system.
• Upward loads listed are MAXIMUM allowable
loads.
The following pages of this manual are an
• For lateral load capacities, see the Standard
introduction to these connectors and their use.
Details.
This introduction is not intended to be a
• If upward loads will be acting in combination
comprehensive technical guide for each
with lateral loads, please contact a TrusSteel
connection type. For complete technical data on
engineer to determine the adequacy of the
each connection, please refer to the TrusSteel
connection.
Standard Details.
All connectors attach to TrusSteel trusses with
standard self-drilling tapping screws.
Connectors attach to different bearing materials
through the use of a variety of screws, pins,
welds and embedded anchors.

General Notes for Fasteners

The fasteners specified in this publication, and on
the Standard Details, shall be used in strict
accordance with the Details. If an “or equal”
statement appears within a Detail, the substituted
fastener shall be qualified by a professional
engineer prior to the installation of the substitute.
Other Connections
The allowable load capacity of the substituted
The following connections are not shown in this
fastener shall be confirmed through reliable
manual - please refer to the Standard Details:
published test data or calculations.
• truss fabrication connections (chord to web,
chord to chord, etc.)
• assembly of multi-ply trusses (whereby
Notes on Self-Drilling Tapping Screws (SDS)
several trusses are connected side-by-side to • Allowable loads are determined per the AISI
create one multi-ply truss)
North American Specification for the Design of
• connection or suspension of mechanical loads
Cold-Formed Steel Structural Members
from trusses.
• SDS shall comply with ASTM C1513 or an
approved design or recognized design
Standard
General Notes for All Connections
• #10 tapping screw is 0.19” (nom. dia.)
• Connectors and fasteners specified are
• #12 tapping screw is 0.216” (nom. dia.)
designed to support the loads listed in the
• #14 tapping screw is 0.25” (nom. dia.)
allowable tables on the TrusSteel Standard
• Screw spacing, end and edge distance shall
Details and in this manual.
be 3 times the nominal diameter.
• Install connectors and fasteners as specified
• Screw point style to be determined, based
on the TrusSteel Standard Details. Refer to the
upon the recommended steel thickness for
Standard Details for important information not
the given style.
shown in this manual.
• Screw length to be determined, so that when
• Allowable loads have not been increased for
installed the screw shows three exposed
wind, seismic or other factors.
threads (out the back of the connected parts)
• Install all fasteners and connectors prior to
or as otherwise determined by a professional
loading the connection.
engineer.
• Allowable loads are listed in imperial (LBS)
• References
and metric (kN) units.
- AISI/COFS/S200 North American Standard for
• All steel thicknesses given are actual base
Cold-Formed Steel Framing - General
metal thicknesses.
Provisions
• Connectors are fabricated from
- Technical Note F102-11, Screw Fastener
G-90 or equal galvanized steel.
Selection for Cold-Formed Steel Frame
Construction, CFSEI, November 2011

1
5.01

CONNECTIONS / DETAILS

Overview & Application

Notes on Wood Screws
• Allowable loads shall be determined by
ANSI/AF&PA NDS
• All wood screws shall comply with ASME
Standard B18.6.1 or an approved design or
recognized design standard.

Notes on Hilti® Powder-Actuated Fasteners
• Shall comply with ICBO Evaluation Report
ER-2388.
• Allowable loads shall be determined by ICBO
Evaluation Report ER-2388.
• Shall comply with Hilti North American
Product Technical Guide, 2005.

Notes on Welds
• Electrode strength, weld size, length and
spacing shall comply with specifications as
shown on applicable TrusSteel Standard
Details
• Welds shall be designed in accordance with
the AISI North American Specification for the
Design of Cold-Formed Steel Structural
Members
• Welds and welding shall comply with
requirements of American Welding Society
(AWS) D1.3, Structural Welding Code - Sheet
Steel.

Notes on ITW Buildex® TAPCON® Fasteners
• Shall comply with ICC-ES Legacy Report
ER-3370.
• Allowable loads shall be determined by
ICC-ES Legacy Report ER-3370.
• Shall comply with ITW Buildex Product
Catalog

ITW Building Components Group, Inc. shall not be responsible for any performance failure in a
connection due to a deviation from the Standard Details. Any variation from these Details shall
be approved in advance by Alpine Engineers.

5.02

CONNECTIONS / DETAILS

Standard Details

Obtaining the Details
These Details are made available to the design community, free of charge, in DWG and DXF CAD
formats as well as in the printer-friendly PDF format. TrusSteel encourages designers to
incorporate these details directly into their construction documents.
Designers can obtain these Details via download at www.TrusSteel.com, or via the interactive
CD version of this manual. To request the CD, please send an e-mail to info@TrusSteel.com,
and include your name, your company name and your mailing address.

TrusSteel has developed a library of Standard
Details to assist designers in their understanding
and use of these products. The library is divided
into sets of details, grouped by application. Set
names include:
• Bracing
• Connections: Mechanical/ Hanging
• Connections: Truss-to-Bearing
• Connections: Truss-to-Truss
• Product Properties
• Truss Framing Conditions
• Truss Internal Connections.

ITWBCG Hardware\
Details within these sets cover these applications
and more:
• truss to bearing connections (CFS steel, red
iron, wood and concrete bearings)
• truss bearing types (scissor, top and bottom
chord bearings)
• truss internal connections, including
- multi-ply trusses,
- splices
- pitch breaks
• truss bracing
• gable ends
• piggyback framing
• valley framing
• overhangs
• outlookers
• duct penetrations
• sprinkler and other hanging loads
• member section properties.

k.nnnn

Sample Detail

1
5.03

CONNECTIONS / DETAILS

Right Angle (90º) Truss Web-to-Web Connections

Connections using TTC Clips

Description

Maximum Connection Reactions

Right angle truss-to-truss connections may be
made at the truss vertical webs by using TTC
clips. TTC clips may be used to fasten supported
trusses to single, double and triple-ply girder
trusses. TSC2.75 chord trusses require TTC3
and TTC5 clips. TSC4.00 chord trusses require
TTC4 and TTC7 clips.

Downward and Uplift
Maximum Reaction (R)
LBS (kN)
1976 (8.79)
2470 (10.99)

No. of Clips
1
2

Valid for one, two and three ply girders.

Fasteners
TTC clips are installed using industry-standard
#10 self-drilling tapping screws. See Standard
Details for fastener quantities and placement to
reach Maximum Reactions.

Reference Standard Details
Please refer to these Standard Details for
information regarding the selection of TTC clip
sizes and installation requirements:

Girder truss
TTC clip
Supported
truss

Connections with TTC clips may be made at either
heel or end web of supported truss.

TS001
TS001A
TS001B
TS001C
TS001D
TS001E
TS001F

Maximum Connection Reactions

Description

Connections using TSHDC Clips

TSHDC clips may be used to fasten supported
trusses to single, double and triple-ply girder
trusses with differing web dimensions. Please
refer to the appropriate Standard Details for
information regarding the selection of TSHDC clip
sizes and installation requirements (see table
below).

Downward and Uplift
Maximum Reaction (R)
LBS (kN)
3500 (15.57)
4700 (20.91)

Chord
Size
TSC2.75
TSC4.00

Valid for one, two and three ply girders.

Fasteners

Girder truss

TSHDC clips are installed using industrystandard #10 self-drilling tapping screws. See
Standard Details for fastener quantities and
placement to reach Maximum Reactions.

TSHDC clip
Supported
truss

Reference Standard Details and Clip Selection

Connections with TSHDC clips may be made at either
heel (not shown) or at the end web of supported truss.

TrusSteel
Chord Size
TSC2.75
TSC2.75
TSC4.00
TSC4.00
TSC4.00
TSC4.00

Girder
Vertical Size
3/4” x 1-1/2”
3/4” x 2-1/4”
1-1/2” x 1-1/2”
1-1/2” x 2”
1-1/2” x 2-1/2”
1-1/2” x 3-1/2”

Type
of Clip
TSHDC1.52
TSHDC2.252
TSCC664
TSHDC2.04
TSHDC2.54
TSHDC3.54

Standard
Detail
TS059, TS059A, TS059B
TS059, TS059A, TS059B
TS060, TS060A, TS060B
TS060, TS060A, TS060B
TS060, TS060A, TS060B
TS060, TS060A, TS060B

8
5.04

CONNECTIONS / DETAILS

Right Angle (90º) Truss Chord-to-Chord Connections

Connections using TSJH Hangers
Maximum Connection Reactions

Description

Downward and Uplift

Right angle truss-to-truss connections may be
made at the truss chords by using TSJH-series
hangers. TSJH-series hangers may be used to
fasten supported trusses to single, double and
triple-ply girder trusses.

TSC2.75 Girder with TSC2.75 Supported Truss
Using TSJH22 Hangers
Allowable Load
LBS (kN)

Fasteners

Down
Up

Hanger connections are made using industrystandard #10 self-drilling tapping screws.
Allowable loads shown are for full fastener
patterns. There are also allowable load values
available based upon partial fastener patterns.
See the referenced Standard Details for more
information.

Allowable Load
LBS (kN)

Please refer to these Standard Details for
information regarding the selection of TSJHseries hanger sizes and installation
requirements:

28TSC
22 GA
920 (4.09)
610 (2.71)

Down
Up

Girder Chord Gauge
43TSC
33TSC
18 GA
20 GA
1350 (6.01)
1140 (5.07)
1010 (4.49)
780 (3.47)

54TSC
16 GA
1360 (6.05)
1130 (5.03)

connecting to single ply girder trusses
connecting to single ply girder trusses
connecting to multi-ply girder trusses
connecting to multi-ply girder trusses
connecting to multi-ply girder trusses

TSC2.75 supported truss connection to TSC2.75
girder truss with TSJH22 Hanger.

1
5.05

43TSC
18 GA
1380 (6.14)
1010 (4.49)

TSC4.00 Girder with TSC2.75 or TSC4.00
Supported Truss
Using TSJH24 and TSJH44 Hangers

Reference Standard Details

TS022
TS022A
TS023
TS024
TS024A

Girder Chord Gauge
33TSC
20 GA
920 (4.09)
770 (3.43)

28TSC
22 GA
740 (3.29)
680 (3.02)

TSC2.75 supported truss connection to TSC4.00
girder truss with TSJH24 Hanger.

TSC4.00 supported truss connection to TSC4.00
girder truss with TSJH44 Hanger.

CONNECTIONS / DETAILS

Variable Angle Truss Web-to-Web Connections

Connections using TTC Clips

Description

Reference Standard Details

Truss-to-truss connections of variable angles
may be made at the truss vertical webs by using
TTC clips. TTC clips may be used to fasten
supported trusses to single-ply girder trusses.
They are especially useful for making
connections for hip jacks and corner jacks in hip
sets.

Please refer to these Standard Details for
information regarding the selection of TTC clip
sizes, and the required quantities and placement
locations of fasteners:

Fasteners

Supported
truss

TS025
TS025A
TS056
TS056A

45° corner set
non-45° corner set
rafters
rafters

These connections are made with #10 selfdrilling tapping screws.
Maximum Connection Reactions
Refer to the referenced Standard Details for
allowable loads.

TTC clip

Girder truss

TTC clips may also be used for rafter
to truss connections.

Connections at Gable Outlookers
Description

Connections at Gable Outlookers Using ITWBCG Hardware Connectors

In gable outlooker situations, CFS “C” framing
may be attached to TrusSteel trusses using
TrusSteel TSJH connectors and ITWBCG
Hardware HT2.5A connectors.

TSJH Connector

Fasteners

Outlooker “C” member

These connectors are attached to the trusses
and the “C” framing with #10 self-drilling
tapping screws.

Reference Standard Details
Please refer to the Standard Detail below for
information regarding the selection of HT2.5A
connectors and installation requirements:

HT2.5A

TS041
Fascia member

End gable truss
(dropped-top gable)

8
5.06

CONNECTIONS / DETAILS

Welded Connections to CFS Steel and Heavy Steel Bearings

Connections using WTC Clips

Maximum Connection Reactions - Uplift
LBS (kN)

Description
CFS trusses may be anchored to both CFS steel
and heavy steel bearings using TrusSteel WTC
clips. Several sizes of WTC clips are available,
depending upon the required load transfer
capability.

Fasteners

Connections to Heavy Steel
Chord Mil (GA)
28TSC (22)
33TSC (20)
43TSC (18)
54TSC (16)

TS6WTC3
Clip on One Face
550 (2.45)
550 (2.45)
550 (2.45)
550 (2.45)

Clip on Each Face
1640 (7.30)
2040 (9.07)
3040 (13.52)
3260 (14.50)

TS1WTC3
Clip on One Face
550 (2.45)
550 (2.45)
550 (2.45)
550 (2.45)

Clip on Each Face
1640 (7.30)
2040 (9.07)
3040 (13.52)
4180 (18.60)

TS6WTC5
Clip on One Face
550 (2.45)
550 (2.45)
550 (2.45)
550 (2.45)

Clip on Each Face
2460 (10.94)
3060 (13.61)
4560 (20.28)
5050 (22.46)

TS1WTC5
Clip on One Face
550 (2.45)
550 (2.45)
550 (2.45)
550 (2.45)

Clip on Each Face
2460 (10.94)
3060 (13.61)
4560 (20.28)
6280 (27.93)

Refer to Standard Detail TS027

These clips are attached to the truss with #10
self-drilling tapping screws and are attached to
the supporting members by welding. See
Standard Details for welding specifications.

Reference Standard Details

Chord Mil (GA)
28TSC (22)
33TSC (20)
43TSC (18)
54TSC (16)
Refer to Standard Detail TS027

Please refer to these Standard Details for
information regarding the selection of WTC clips,
clip sizes, top plate minimums, installation
requirements and lateral load capacities:
TS027
TS027A
TS027B
TS027C

Chord Mil (GA)
28TSC (22)
33TSC (20)
43TSC (18)
54TSC (16)
Refer to Standard Detail TS027A

Connections to CFS
Chord Mil (GA)
28TSC (22)
33TSC (20)
43TSC (18)
54TSC (16)

Welded connection to heavy steel using WTC Clip