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 | 1
Number of Nodes | 6 |
Number of Lines | 4 |
Number of Members | 4 |
Number of Load Cases | 3 |
Dimensions (Metric) | 0.500 x 10.500 x 2.250 m |
Dimensions (Imperial) | 1.64 x 34.45 x 7.38 feet |
Program Version | 5.04.24 |
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