Compute the vertical deflection of joint d produced by the, Mechanical Engineering

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Compute the vertical deflection of joint d produced by the

Question: (a) Compute the vertical deflection of joint D produced by the 30-kip load in Figure P8.13. For all bars, area = 2 in.2, and E = 9000 kips/in.2.

(b) Assume that the truss is not loaded. If bar AE is fabricated 8/5 in. too long, how far to the right must the roller at B be displaced horizontally so that no vertical deflection occurs at joint D?

2218_8.13.png

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Mechanical Engineering: Compute the vertical deflection of joint d produced by the

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