2024-05-30
030434
Structural System
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030435
Loads
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030437
Distribution of Bending Moment My for Load Combination CO1 = LC1 + LC2
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030444
Result of Steel Design with Continuous Rotational Restraint
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030445
Result of Steel Design with Discrete Rotational Restraint
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030446
Applying Rotational Spring from Cross-Section Deformation of Principal Beam Cθ,D,k by Modifying Hinges of Secondary Beams
2024-05-30
030447
Approach for Determination of Buckling Shape as Basis for Imperfection to Be Applied
2024-05-30
030448
Approach for Creating New Imperfection Case
2024-05-30
030449
Approach for Load Combination with Assigned Imperfection Case
2024-05-30
030475
System of FEA Model with FE Mesh
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030476
Critical Load Factor on Model with 7 Degrees of Freedom
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |
2024-05-30
030477
Critical Load Factor on FEA Model
Used in
3D Model
Specifications
| Number of Nodes | 8 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 6 |
| Number of Result Combinations | 0 |
| Total Weight | 2.429 tons |
| Dimensions (Metric) | 7,200 x 0,000 x 4,000 m |
| Dimensions (Imperial) | 23.62 x 0 x 13.12 feet |