A cantilever beam AB of length L = 6 ft is constructed of a W 8 x
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Calculate the maximum deflection δmax of the end of the beam and the maximum bending stress Ïmax due to the falling weight. (Assume E = 30 x 106 psi.)
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W 1500 lb w 8 x 21 h 0.25 in
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MAXIMUM DEFLECTION EQ 994 Equation 994 may be used for any linearly elastic structure b...View the full answer
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