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Consider a scaffolding tube connection subjected to an axial force and a moment. Self-weight is not considered. The material of the tube is idealized as perfectly rigid. All geometrical non-linearities are ignored.
Model Used in
Verification Example 000057 | 2
| Number of Nodes | 6 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 0.500 x 10.500 x 2.250 m |
| Dimensions (Imperial) | 1.64 x 34.45 x 7.38 feet |
| Program Version | 5.04.23 |
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