m A B 3 in. С D E 3 in. TF G n
x = 9 in. P = 10,800 lb c = 2 ft - for im х 0 Z L h = 6 A B n b = 2 in. L=6 ft f § - RA Р = 3,600 lb
Solve the statics problem for the support reactions and the shear and moment at the cut m---m. At any location A,B,C,D,E
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Solve the statics problem for the support reactions and the shear and moment at the cut m---m. At any location A,B,C,D,E
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