CSA S16-14 Design Code Verification
Information presented on this page is intended to demonstrate the section design convergence that can be achieved with SkyCiv. All examples are taken from:
- Limit States Design in Structural (authors G.L. Kulak, G.Y. Grondin)
- 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 |
