NET ZO 4100-1998 EN1993-1-1
De informatie op deze pagina is bedoeld om de convergentie van het sectieontwerp te demonstreren die kan worden bereikt met SkyCiv. All examples are taken from the Steel Structures Design Manual To AS 4100 (authors Brian Kirke, Iyad Hassan Al-Jamel). Huidige handleiding bevat een beschrijving van het algoritme van handmatige berekeningen.
Voorbeeld 6.4.3: Sizing an Intermediate Column in a Multistory Building (members subject to axial compression)
Design Case | Handleiding | SkyCiv |
---|---|---|
Nominal section capacity PhiN s, kN | 4410.00 | 4410.00 |
Nominal member capacity PhiN c, kN | 3706.61 | 3704.84 |
Voorbeeld 7.3.6: Checking a Simply Supported Beam with Overhang (members subject to bending)
Design Case | Handleiding | 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 |
Voorbeeld 7.3.11: Steel Beam Complete Design Check (members subject to bending)
Design Case | Handleiding | 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 |
Voorbeeld 8.3.2: Biaxial Bending Member Capacity
Design Case | Handleiding | SkyCiv |
---|---|---|
Nominal section moment capacity PhiM sx, kN-m | 639.90 | 639.90 |
Nominal section moment capacity PhiM de opwaartse bodemdruk veroorzaakt bidirectionele buiging met trekspanningen aan het bodemoppervlak, 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 |