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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 with consideration of slippage in the begin.


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Verification Example 000056 | 1

Number of Nodes 4
Number of Lines 2
Number of Members 2
Number of Load Cases 1
Dimensions 1.64 x 8.2 x 4.1 feet
Program Version 5.04.00

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