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E = 29000 ksi, I = 400 in. 4 Consider only flexural deformations. Compute the horizontal deflection at A. Compute the rotation at A. B

E = 29000 ksi, I = 400 in. ⁴

Consider only flexural deformations.

Compute the horizontal deflection at A.

Compute the rotation at A.

B T 6 ft 10 ft A C 5 ft D + 1 kip/ft 15 ft E TITI

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Given data E 29000 Ksi I 400 in 4 Now conver ft into inches Load W 1 Kipft W 008333 kipin ... blur-text-image

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