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Punching shear design for a central column in a flat slab.
Verification Example 1028
| Number of Nodes | 6 |
| Number of Lines | 5 |
| Number of Members | 1 |
| Number of Surfaces | 1 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 21.707 tons |
| Dimensions (Metric) | 5.000 x 4.000 x 7.000 m |
| Dimensions (Imperial) | 16.4 x 13.12 x 22.97 feet |
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