CSA S136S1 : 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