Using the moment-area method, check the deflections obtained in 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; (c) an 8-in. nominal diameter extrastrong steel pipe. Use the formula method.
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