Compute the maximum deflection using the formula method

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Reference no: EM131381971

A W16×36 structural steel wide-flange section is simply supported on a span length of 20 ft. It is subjected to a uniformly distributed load of 1.0 kips/ft and a concentrated load of 10 kips at midspan

a. Compute the maximum deflection using the formula method.

b. Compute the maximum bending stress.

Reference no: EM131381971

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Compute the maximum deflection using the formula method : A W16×36 structural steel wide-flange section is simply supported on a span length of 20 ft.- Compute the maximum deflection using the formula method.- Compute the maximum bending stress.

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