AISC H.1B - Combined Compression and Bending Moment
Used in
3D Model
Specifications
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Load Cases | 2 |
Number of Load Combinations | 2 |
Total Weight | 0.629 tons |
Dimensions (Metric) | 4.923 x 0.655 x 0.655 m |
Dimensions (Imperial) | 16.15 x 2.15 x 2.15 feet |
Program Version | 5.16.00 |
2024-05-30
016933
Note for Tapered Member with Transverse Bending
Used in
3D Model
Specifications
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Load Cases | 2 |
Number of Load Combinations | 2 |
Total Weight | 0.629 tons |
Dimensions (Metric) | 4.923 x 0.655 x 0.655 m |
Dimensions (Imperial) | 16.15 x 2.15 x 2.15 feet |
Program Version | 5.16.00 |
2024-05-30
016934
Warning for Design of Set of Members with Transverse Bending
3D Model
Specifications
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Load Cases | 2 |
Number of Load Combinations | 2 |
Total Weight | 0.629 tons |
Dimensions (Metric) | 4.923 x 0.655 x 0.655 m |
Dimensions (Imperial) | 16.15 x 2.15 x 2.15 feet |
Program Version | 5.16.00 |
2024-05-30
016935
Note for Design of Asymmetric Cross-Section
3D Model
Specifications
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Load Cases | 2 |
Number of Load Combinations | 2 |
Total Weight | 0.629 tons |
Dimensions (Metric) | 4.923 x 0.655 x 0.655 m |
Dimensions (Imperial) | 16.15 x 2.15 x 2.15 feet |
Program Version | 5.16.00 |
2024-05-30
016936
Note for Design of Non-I-Section with General Method in Germany
Used in
3D Model
Specifications
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Load Cases | 2 |
Number of Load Combinations | 2 |
Total Weight | 0.629 tons |
Dimensions (Metric) | 4.923 x 0.655 x 0.655 m |
Dimensions (Imperial) | 16.15 x 2.15 x 2.15 feet |
Program Version | 5.16.00 |