A wood beam with a span of 16 ft is carrying a uniformly distributed load of 800 lb/ft across its entire length. A 6 in × 14 in beam section passes the flexure and shear investigation. The beam section and material have properties of / = 1 127.67 in4 and E = 1 400 000 lb/in2. Code limits deflection to //360 of span. Investigate deflection to determine whether maximum deflection is acceptable.
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