Figure P17.32 shows block D, weighing 200 lb, dropped from a height of h = 6 ft onto a wide-flange steel beam that spans L = 24 ft with = 8 ft and b = 16 ft. The steel beam has a moment of inertia of I = 300 in.4, a depth of d = 12 in., and an elastic modulus of E = 29,000 ksi. Determine
(a) the dynamic load applied to the beam.
(b) the maximum bending stress in the beam.
(c) the beam deflection at B due to the falling block.
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