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28x

000794

2024-09-26

Equivalent Member Length

Equivalent member length of a single-span beam with lateral and torsional restraint without intermediate supports in the case of a load application at the top.

l_{ef} = \frac{L}{a_{1} \cdot [1 - a_{2} \cdot \frac{a_{z}}{L} \cdot \sqrt{\frac{{EI}_{z}}{{GI}_{T}}}]} = 18.26 m

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