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CSA S16-14 Design Code Verification

CSA S16-14 Manual

Information presented on this page is intended to demonstrate the section design convergence that can be achived with SkyCiv. All examples are taken from:

  1. Limit States Design in Structural (authors G.L. Kulak, G.Y. Grondin)
  2. Handbook of Steel Construction CISC

Example 4.1 page 80 (1). Determine the factored compressive resistance.

Design Case Manual SkyCiv
Factored compressive resistance Cr, kN 2880.00 2878.03

Example 4.2 page 81 (1). Determine the factored compressive resistance.

Design Case Manual SkyCiv
Factored compressive resistance Cr, kN 529.00 526.36

Example 4.6 page 87 (1). Determine the factored compressive resistance.

Design Case Manual SkyCiv
Factored compressive resistance Cr, kN 15700.00 15664.05

Example 5.5 page 126 (1). Determine the factored moment resistance.

Design Case Manual SkyCiv
Factored moment resistance Mrz, kN-m 100.00 100.23

Example 5.6 page 127 (1). Determine the factored moment resistance.

Design Case Manual SkyCiv
Factored moment resistance Mrz, kN-m 297.00 296.51

Example 5.7 page 130 (1). Determine the factored moment resistance.

Design Case Manual SkyCiv
Factored moment resistance Mrz, kN-m 649.00 648.90

Example 8.7 page 253 (1). Design of Members for Combined Forces.

Design Case Manual SkyCiv
Nominal section moment capacity Cr, kN 2200.00 2217.12
Nominal section moment capacity Mrz, kN-m 310.00 310.28
Interaction ratio of combined axial compression and bending resistance 0.930 0.926

Example page 4-115 (2). Design of Members for Combined Forces

Design Case Manual SkyCiv
Nominal section moment capacity Cr, kN 4240.00 4241.90
Nominal section moment capacity Mrz, kN-m 671.00 670.68
Nominal section moment capacity Mry, kN-m 308.00 307.71
Interaction ratio of combined axial compression and bending resistance 0.990 1.030