Calculate the maximum deflection at the free end

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Reference no: EM131381989

Using the moment-area method, check the deflections obtained in given Problem.

Problem
A 6-ft-long cantilever beam is subjected to a concentrated load of 5 kips acting at its free end. Calculate the maximum deflection at the free end if the beam is

(a) a solid rectangular Douglas fir (S4S), 8- in.-by-12-in. beam;

(b) a W10×22 structural steel wide-flange shape;

Reference no: EM131381989

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