JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. D4.E. Canadian Codes - Steel Design per CAN/CSA-S16-09/14 STAAD.Pro is capable of performing steel design based on the Canadian codes CAN/CSA-S16-09 and CAN/CSA-S16-14 Limit States Design of Steel Structures. D4.E.1 General Comments D4.E.2 Analysis Methodology D4.E.3 Member Property Specifications D4.E.4 Built-in Steel Section Library D4.E.5 Section Classification D4.E.6 Member Resistances D4.E.7 Design Parameters Parent topic: D4. Canadian Codes Related conceptsRelated topics D4.B. Canadian Codes - Steel Design per CSA Standard CAN/CSA-S16-01 V.CSA S16-09 - Axial Tension V.CSA S16-09 - Beam Bending V.CSA S16-09 - Beam Shear Capacity V.CSA S16-09 - Select a Beam V.CSA S16-09 - Shear Capacity Combined Stresses V.CSA S16-09 - Short Column Compression V.CSA S16-09 - Slender Column Compression V.CSA S16-09 - Wide Flange Capacity Combined Stresses V. CSA S16-14 - Axial Tension V. CSA S16-14 - Beam Bending V. CSA S16-14 - Beam Shear Capacity V. CSA S16-14 - Select a Beam V. CSA S16-14 - Shear Capacity Combined Stresses V. CSA S16-14 - Short Column Compression V. CSA S16-14 - Slender Column Compression V. CSA S16-14 - Wide Flange Capacity Combined Stresses