The cantilever beam ACB shown in the figure has flexural rigidity EI 2 1 x 106 k in 2 Calculate the downward deflections Icirc acute C and Icirc acute B at points C and B, respectively, due to the simultaneous action of the moment of 35 k in applied at point C and the concentrated load of 2 5 k applied at the free end B 35 k in 2 5 k 48 in48 in

Question: The cantilever beam ACB shown in the figure has flexural rigidity EI = 2.1 x 106 k-in.2 Calculate the downward deflections Î´C and Î´B at

The cantilever beam ACB shown in the figure has flexural rigidity EI = 2.1 x 106 k-in.2 Calculate the downward deflections Î´C and Î´B at points C and B, respectively, due to the simultaneous action of the moment of 35 k-in. applied at point C and the concentrated load of 2.5 k applied at the free end B.

35 k-in 2.5 k _48 in48 in

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