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Verification Example 1027 | Capacity Design of Shear Forces on Beams and Capacity Design of Columns in Flexure According to DIN EN 1998-1
| Number of Nodes | 9 |
| Number of Lines | 10 |
| Number of Members | 10 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 7 |
| Number of Result Combinations | 1 |
| Total Weight | 15.675 tons |
| Dimensions (Metric) | 11.000 x 8.000 x 0.000 m |
| Dimensions (Imperial) | 36.09 x 26.25 x 0 feet |
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