COMME 4100-1998 Vérification du code de conception
Les informations présentées sur cette page sont destinées à démontrer la convergence de conception de section qui peut être obtenue avec SkyCiv. All examples are taken from the Steel Structures Design Manual To AS 4100 (authors Brian Kirke, Iyad Hassan Al-Jamel). Le manuel actuel comprend la description de l'algorithme des calculs manuels.
Exemple 6.4.3: Sizing an Intermediate Column in a Multistory Building (members subject to axial compression)
| Cas de conception | Manuel | SkyCiv |
|---|---|---|
| Nominal section capacity PhiN s, kN | 4410.00 | 4410.00 |
| Nominal member capacity PhiN c, kN | 3706.61 | 3704.84 |
Exemple 7.3.6: Checking a Simply Supported Beam with Overhang (members subject to bending)
| Cas de conception | Manuel | SkyCiv |
|---|---|---|
| Nominal section moment capacity PhiM sz, kN-m: Segment (A-B) & Segment (D-E) | 309.96 | 309.96 |
| Nominal member moment capacity PhiM b, kN-m: Segment (A-B) & Segment (D-E) | 248.46 | 246.90 |
| Nominal section moment capacity PhiM sz, kN-m: Segment (A-B) & Segment (B-D) | 309.96 | 309.96 |
| Nominal member moment capacity PhiM b, kN-m: Segment (A-B) & Segment (B-D) | 265.96 | 263.42 |
Exemple 7.3.11: Steel Beam Complete Design Check (members subject to bending)
| Cas de conception | Manuel | SkyCiv |
|---|---|---|
| Nominal section moment capacity PhiM sz, kN-m | 242.2 | 241.65 |
| Nominal shear capacity of the web PhiV vy, kN | 449.0 | 447.95 |
Exemple 8.3.2: Biaxial Bending Member Capacity
| Cas de conception | Manuel | SkyCiv |
|---|---|---|
| Nominal section moment capacity PhiM sx, kN-m | 639.90 | 639.90 |
| Nominal section moment capacity PhiM le sien, kN-m | 92.34 | 92.49 |
| Nominal member moment capacity PhiM bx, kN-m | 244.50 | 241.81 |
| Nominal shear capacity of the web PhiV vy, kN | 939.40 | 939.62 |
| Biaxial bending member capacity | 0.98 | 0.98 |
