366x
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2015-12-23

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.


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Verification Example 000057 | 1

Number of Nodes 6
Number of Lines 4
Number of Members 4
Number of Load Cases 3
Dimensions 1.64 x 34.45 x 7.38 feet
Program Version 5.04.24

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