2024-05-30
025674
Activating Add-ons in Base Data
2024-05-30
025675
Defining End Plate at Member Start and End
2024-05-30
025676
Member Load on Upper Chord of Beam
Used in
3D Model
Specifications
| Number of Nodes | 5 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 1.011 tons |
| Dimensions (Metric) | 15.000 x 0.200 x 3.000 m |
| Dimensions (Imperial) | 49.21 x 0.66 x 9.84 feet |
2024-05-30
025678
Stability Failure Due to Lateral-Torsional Buckling
Used in
3D Model
Specifications
| Number of Nodes | 5 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 1.011 tons |
| Dimensions (Metric) | 15.000 x 0.200 x 3.000 m |
| Dimensions (Imperial) | 49.21 x 0.66 x 9.84 feet |
2024-05-30
025679
Imperfection from Scaled Buckling Shape
Used in
3D Model
Specifications
| Number of Nodes | 5 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 1.011 tons |
| Dimensions (Metric) | 15.000 x 0.200 x 3.000 m |
| Dimensions (Imperial) | 49.21 x 0.66 x 9.84 feet |
2024-05-30
025680
Equivalent Stress Analysis with Internal Forces from Torsional Warping