Question: Compute the maximum deflection for the beam of problem 1 if the loading consists of one concentrated load of 5 0 0 0 l b

Compute the maximum deflection for the beam of problem 1 if
the loading consists of one concentrated load of 5000lb at midspan
instead of the uniformly distributed load. The allowable deflection is
1300 of the span length. Is the beam satisfactory?
Compute the maximum deflection for the beam of

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