The steel truss supports a 6000-lb load. The cross-sectional areas of the members are 0.5 in. 2 for AB and 0.75 in. 2 for BC. Compute the horizontal displacement of B using E = 29 10 6 psi.

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The steel truss supports a 6000-lb load. The cross-sectional areas of the members are 0.5 in.² for AB and 0.75 in.² for BC. Compute the horizontal displacement of B using E = 29 10⁶ psi.

Answered Same Day Dec 25, 2021