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Comparison of internal forces of a beam member without eccentricity with a beam member with eccentricity.
Model Used in
Analytical Model of Eccentric Member
| Number of Nodes | 4 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 12 |
| Number of Result Combinations | 4 |
| Total Weight | 3.746 tons |
| Dimensions (Metric) | 10.000 x 0.000 x 10.000 m |
| Dimensions (Imperial) | 32.81 x 0 x 32.81 feet |
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