Example: bachelor of science

$5 - STEEL FRAMING

PRODUCT IDENTIFICATIONAll SSMA products have a four part identifi cation code which identifi es the size (both depth and fl ange width), style, and material thickness of each :MATERIAL THICKNESS:(Example: in. = 54 mils; 1 mil = 1 1000 in.)Material thickness is the minimum base metal thickness in mils. Minimum base metal thickness represents 95% of the design WIDTH:(Example: 1 5 8" = " 162 1 100 inches)All fl ange widths are taken in 1 100 DEPTH:(Example: 6" = 600 1 100 inches)All member depths are taken in 1 100 all T sections member depth is the inside to inside :(Example: Stud or Joist section = S)The four alpha characters utilized by the designator system are:S = Stud or Joist Sections*T = Track SectionsU = Channel S

5. Complies with the 2006 International Building Code (IBC) General Product Information. Thickness Table. 1. Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on Section

Tags:

  Section

Information

Domain:

Source:

Link to this page:

Please notify us if you found a problem with this document:

Other abuse

Transcription of $5 - STEEL FRAMING

1 PRODUCT IDENTIFICATIONAll SSMA products have a four part identifi cation code which identifi es the size (both depth and fl ange width), style, and material thickness of each :MATERIAL THICKNESS:(Example: in. = 54 mils; 1 mil = 1 1000 in.)Material thickness is the minimum base metal thickness in mils. Minimum base metal thickness represents 95% of the design WIDTH:(Example: 1 5 8" = " 162 1 100 inches)All fl ange widths are taken in 1 100 DEPTH:(Example: 6" = 600 1 100 inches)All member depths are taken in 1 100 all T sections member depth is the inside to inside :(Example: Stud or Joist section = S)The four alpha characters utilized by the designator system are.

2 S = Stud or Joist Sections*T = Track SectionsU = Channel SectionsF = Furring Channel Sections C-STUD / JOIST TRACK CHANNEL FURRING CHANNEL S-SECTIONS T-SECTIONS U-SECTIONS F-SECTIONSNote: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown, the yield strength used in the design, if greater than 33 ksi, needs to be identified on the design and ordering of STEEL . ( , 600S162-54 (50 ksi))* For S members, see table on page 5 for stiffening lip 2010 by the STEEL Stud Manufacturers Association600 S 162 - 543 Complies with the 2006 International Building Code (IBC)Product Identifi cation.

3 Inside front coverGeneral Product Information.. 4 Introduction .. 4 Code Approval.. 4 Material Specifi cations .. 4 Technical Assistance.. 4 Thickness STEEL Components .. 5 Design Stiffening Lip Length .. 5 General Notes for all Tables .. 5 Defi nitions of Structural Property Symbols .. 5 section Properties .. 6 section Properties Table Notes.. 6 Non-Structural (S) Stud section Properties.. 6 Structural (S) Stud section Properties .. 7 Structural (T) Track section Properties .. 12 Web Depth to Thickness Ratios.

4 14 Wall Height Tables .. 15 Interior Non-Structural Non-Composite .. 15 Limiting Wall Heights Curtain Wall Single-Span .. 17 Limiting Wall Heights Curtain Wall Double-Span .. 20 Combined Axial and Lateral Load Tables .. 23 Combined Loading Allowable Axial Load Table Notes .. 23 Allowable Axial Loads .. 23 Floor Joist Span Tables .. 34 Allowable Floor Joist Span Table Notes .. 34 Bridging Recommendations .. 34 Allowable Floor Joist Spans .. 34 Header Load Tables .. 46 Header Load Table Notes.

5 46 Header Allowable Uniform Loads .. 46 Web Crippling Load Tables .. 49 Web Crippling Load Table Notes .. 49 Web Crippling Conditions .. 49 Allowable Web Crippling Loads Single Members .. 50 Allowable Web Crippling Loads Back-to-Back Members .. 51 Ceiling Span Table .. 52 Ceiling Span Table Notes .. 52 Allowable Ceiling Spans Defl ection Limit L/240.. 52 Allowable Ceiling Spans Defl ection Limit L/360.. 53 Typical Ceiling Details .. 54 Channel Properties.. 55U-Channel section Properties.

6 55U-Channel Allowable Ceiling Spans .. 55(Hat) Furring (F) Channel section Properties .. 56(Hat) Furring (F) Channel Allowable Ceiling Spans .. 56 Fasteners (Screws and Welds) .. 58 Allowable Loads for Screw Connections .. 58 Allowable Loads for Fillet Welds and Flare Groove Welds .. 58 Typical Details .. 59 Cold Rolled Lateral Bracing.. 59 Wall Stud Web Stiffener .. 59 Flat Strap Lateral Bracing .. 59 Code Compliance Certifi cation .. Back coverTable of Contents4 Complies with the 2006 International Building Code (IBC)General Product InformationIntroductionThe increasing environmental concerns in the world today have caused us all to examine the way we live.

7 These issues have affected every aspect of our lives, including the materials we use in construction. The use of cold-formed STEEL members as a building alternative is an intelligent choice with benefi ts to not only the environment, but also to the contractor, designer and is not only a recyclable product, but also a stronger product allowing for longer clear-spans in the design process. Cold-formed STEEL is lighter providing ease of handling. It is a dimensionally stable product giving a straight wall with which to work.

8 It doesn t suffer fl uctuation in price, making it easier to bid a project. Quality control is stressed in all phases of the manufacturing process so the highest possible quality is delivered to the job site. The structural shapes manufactured are easily used for non-structural and structural assemblies, fl oor and ceiling joist assemblies, trusses, and panelized systems. They can be used as the main structural support system or as a supplement to heavy structural STEEL or concrete member manufacturers have been producing cold-formed STEEL FRAMING members for many years, with each manufacturer having its own nomenclature and design values.

9 A STEEL member with identical properties would be identifi ed by different names based on which manufacturer produced it. This created some confusion at all levels of the construction SSMA s mission is to be the unifi ed voice of the STEEL FRAMING manufacturing industry, by being the leader in supporting the development and maintenance of quality product standards and specifi cations, and by creating growth opportunities for cold-formed STEEL through research, marketing, and ApprovalSSMA producer members demonstrate code compliance through their participation in the SSMA third party Code Compliance Certifi cation program, administered by Architectural Testing, Inc.

10 (ATI). Look for products and bundles marked with the SSMA and ATI label or logo, stating CERTIFIED CODE COMPLIANT. In addition, SSMA maintains an Evaluation Service Report through International Code Council Evaluation Service (ICC-ES). For details on both programs, as well as listing of manufacturing facilities participating in each program, go to See back cover of this catalog for additional Specifi cationsProducts manufactured by SSMA members are formed from STEEL with a minimum yield stress of 33 or 50 kips per square inch (KSI).


Related search queries