Is the beam satisfactory

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Reference no: EM131381900

Using the moment-area method, check the deflection obtained in given Problem.

Problem
Compute the maximum deflection of a 10-in.-by-14-in. simply supported solid rectangular redwood (S4S) beam. The span length is 15 ft and the beam is subjected to a uniformly distributed load of 1000 lb/ft. The allowable deflection is 1 300 of the span length. Is the beam satisfactory?

Reference no: EM131381900

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