Sample Model 3D Roof Frame
Overzicht
The purpose of this test case is to validate some of the analysis results of a 3D frame, specifiek:
- Doorbuiging
- Krachten/Momenten
- Lineaire analyse
De structurele 3D-resultaten werden vergeleken met analysesoftware van derden.
Evaluatiepunten: 3
Oplossen:: Lineaire analyse
Model instellen
The structure is a 29-node, 28-member tower, that are predominantly fixed connections, supported by a series of pinned supports. The tower consists of 6.35mm x 6.35mm section for the main supporting elements, and a 1.5875mm x 1.5875mm section for the web members. Each section is composed of two different custom material.
Analyse resultaten
| Resultaat | Plaats | SkyCiv | Derde partij | Verschil |
|---|---|---|---|---|
| Moment Z | Lid 17, Startknooppunt | -5.4670 kN-m | -5.4726 kN-m | 0.10% |
| Schuintrekken Y | Lid 23, Eindknooppunt | -4.3390 kN | -4.3390 kN | 0.00% |
| Reactie Y | Knooppunt 9 | 16.03 kN | 16.05 kN | -0.12% |
| doorbuiging X | Knooppunt 6 | -0.0973 mm | -0.0974 mm | -0.10% |
| doorbuiging Y | Knooppunt 15 | -0.3227 mm | -0.3229 mm | -0.06% |
| Deflection Z | Knooppunt 4 | 0.1104 mm | 0.1094 mm | 0.91% |
Ontwerpresultaten
| Resultaat | Plaats | SkyCiv | Derde partij | Verschil |
|---|---|---|---|---|
| Moment Capacity UR | Lid 1 (K=1.0) | 0.093 | 0.093 | 0.00% |
| Shear Capacity UR | Lid 17 (K=1.0) | 0.039 | 0.039 | 0.00% |
| Gecombineerd Axiaal | Lid 22 (K=1.0) | 0.079 | 0.079 | 0.00% |
| Gecombineerd Axiaal | Lid 14 (K=1.0) | 0.027 | 0.027 | 0.00% |
