Compute the maximum deflection

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Reference no: EM131381904

Using the moment-area method, check the deflection obtained in Problem 1.

Problem 1
Compute the maximum deflection for the beam of Problem 2 if the loading consists of one concentrated load of 5000 lb at midspan instead of the uniformly distributed load. The allowable deflection is 1 300 of the span length. Is the beam satisfactory?

Problem 2
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: EM131381904

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