Question: Q 2 . Compute the dead load and live load deflection for the beam shown in Fig. 2 If the maximum permissible live load deflection

Q2. Compute the dead load and live load deflection for the beam shown in Fig. 2 If the maximum
permissible live load deflection is L360. The span is 25 feet. Is the beam satisfactory for deflection and
Shear?
Q 2 . Compute the dead load and live load

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