2024-05-30
020266
Second-Order Analysis Calculation Method
2024-05-30
020267
RF-/STEEL CSA Detail Setting U1 Factor Modification
2024-05-30
020268
CSA S16:19 Notional Loads with Imperfection Options
3D Model
Specifications
| Number of Nodes | 34 |
| Number of Lines | 57 |
| Number of Members | 57 |
| Number of Load Cases | 6 |
| Number of Load Combinations | 20 |
| Number of Result Combinations | 2 |
| Total Weight | 5.835 tons |
| Dimensions (Metric) | 12.310 x 15.206 x 4.479 m |
| Dimensions (Imperial) | 40.39 x 49.89 x 14.69 feet |
| Program Version | 5.25.01 |
2024-05-30
020269
Imperfection Load Case Settings
2024-05-30
020270
CSA S16:19 Member Stiffness Modifications
3D Model
Specifications
| Number of Nodes | 34 |
| Number of Lines | 57 |
| Number of Members | 57 |
| Number of Load Cases | 6 |
| Number of Load Combinations | 20 |
| Number of Result Combinations | 2 |
| Total Weight | 5.835 tons |
| Dimensions (Metric) | 12.310 x 15.206 x 4.479 m |
| Dimensions (Imperial) | 40.39 x 49.89 x 14.69 feet |
| Program Version | 5.25.01 |
2024-05-30
020271
Deactivate Stiffness Modifications for Specific Load Combinations
2024-05-30
015815
CSA S16:19 Steel Structure
3D Model
Specifications
| Number of Nodes | 34 |
| Number of Lines | 57 |
| Number of Members | 57 |
| Number of Load Cases | 6 |
| Number of Load Combinations | 20 |
| Number of Result Combinations | 2 |
| Total Weight | 5.835 tons |
| Dimensions (Metric) | 12.310 x 15.206 x 4.479 m |
| Dimensions (Imperial) | 40.39 x 49.89 x 14.69 feet |
| Program Version | 5.25.01 |