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Consider a rigid scaffolding tube, fixed at the bottom using the scaffolding nodal support and loaded by both a moment and a force. Calculation of the maximum deflection by exceeding the capacity of the scaffolding support.
Model Used in
Verification Example 000058 | 1
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0.135 tons |
| Dimensions (Metric) | 0.500 x 0.500 x 1.500 m |
| Dimensions (Imperial) | 1.64 x 1.64 x 4.92 feet |
| Program Version | 5.04.00 |
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