Model explaining the behavior of “nodes on member” when an axial eccentricity is entered subsequently.
Model Used in
Nodes on Member in Connection with Axial Eccentricity
| Number of Nodes | 45 |
| Number of Lines | 25 |
| Number of Members | 25 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 4.363 t |
| Dimensions (Metric) | 14.000 x 2.000 x 8.000 m |
| Dimensions (Imperial) | 45.93 x 6.56 x 26.25 feet |
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