Compute the maximum deflection using the formula method

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Reference no: EM131381996

A simply supported W410×100 structural steel wide-flange beam spans a length of 9 m. It is subjected to a uniformly distributed load of 4 kN/m and two concentrated loads of 40 kN each applied at the third points of the span.

Compute the maximum deflection using the formula method.

Reference no: EM131381996

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