Compute the maximum deflection of a 10-in-by-14-in simply


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?

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Basic Statistics: Compute the maximum deflection of a 10-in-by-14-in simply
Reference No:- TGS02178353

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