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CSA S136S1 : 2004
Withdrawn
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SUPPLEMENT 2004 TO THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS
Hardcopy , PDF
01-10-2007
English
01-01-2004
CHANGES AND UPDATES IN CHAPTERS A THROUGH G
A1.1 Scope and Limits of Applicability
A1.2 Terms
A2.1 Applicable Steels
A2.3 Ductility
A2.4 Delivered Minimum Thickness
A4.1.1 ASD Requirements
A5.1.1 LRFD Requirements
A6.1.1 LSD Requirements
A7.2 Strength Increase from Cold Work of Forming
A9 Referenced Documents
B2.2 Uniformly Compressed Stiffened Elements with Circular
Holes
B3.2 Unstiffened Elements and Edge Stiffeners with Stress
Gradient
B5 Effective Widths of Stiffened Elements with Multiple
Intermediate Stiffeners or Edge Stiffened Elements with
Intermediate Stiffeners
B5.2 Edge Stiffened Elements with Intermediate Stiffeners
C3.1.1 Nominal Section Strength [Resistance]
C3.1.2.1 Lateral-Torsional Buckling Strength
[Resistance] of Open Cross Section
Members
C3.1.5 Strength [Resistance] of Standing Seam Roof
Panel Systems
C3.3.1 ASD Method
C3.3.2 LRFD and LSD Methods
C3.4.1 Web Crippling Strength [Resistance] of Webs
without Holes
C3.4.2 Web Crippling Strength [Resistance] of C-Section
Webs with Holes
C3.5 Combined Bending and Web Crippling
C3.6 Stiffeners
C4.5 Built-Up Members
C4.6 Compression Members Having One Flange Through-Fastened
to Deck or Sheathing
C4.7 Compression of Z-Section Members Having One Flange
Fastened to a Standing Seam Roof
C5.2.1 ASD Method
C5.2.2 LRFD and LSD Methods
C6.2 Compression
D3.2.1 Anchorage of Bracing for Roof Systems under Gravity
Load with Top Flange Connected to Sheathing
D3.2.2 Neither Flange Connected to Sheathing
D4 Wall Studs and Wall Stud Assemblies
D5 Floor, Roof or Wall Steel Diaphragm Construction
E2 Welded Connections
E2.2 Arc Spot Welds
E2.2.2 Tension
E4 Screw Connections
E4.3.3 Shear in Screws
E4.4.3 Tension in Screws
E4.5 Combined Shear and Pull-Over
F1.1 Load and Resistance Factor Design and Limit States
Design
CHANGES AND UPDATES IN APPENDICES A AND C
A2.2 Other Steels
C3.1.4 Beams Having One Flange Fastened to a Standing
Seam Roof System
C4.7 Compression of Z-Section Members Having One Flange
Fastened to a Standing Seam Roof
E2a Welded Connections
E3a Bolted Connections
E5.3 Block Shear Rupture
CHANGES AND UPDATES IN APPENDIX B
A2.2.1 Other Structural Quality Steels
A2.4a Delivered Minimum Thickness
A3.1 Specified Loads
A3.2 Temperature Effects
A6.1.2 Load Factors and Load Combinations for LSD
A9a Reference Documents
C2.2 Fracture of Net Section
E2a Welded Connections
E3a Bolted Connections
E3.4 Shear and Tension in Bolts
Appendix 1, Design of Cold-Formed Steel Structural Members
Using the Direct Strength Method
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