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2016-01-08

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.


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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 1.64 x 1.64 x 4.92 feet
Program Version 5.04.00

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