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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 with consideration of slippage in the begin.
Verification Example 000056 | 1
| Number of Nodes | 4 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 0.500 x 2.500 x 1.250 m |
| Dimensions (Imperial) | 1.64 x 8.2 x 4.1 feet |
| Program Version | 5.04.00 |
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