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Compute the slope and the vertical deflection at point C and the horizontal displacement at point D. lAC = 800 in 4, 1CD = 120

Compute the slope and the vertical deflection at point C and the horizontal displacement at point D. lAC = 800 in 4, 1CD = 120 in 4, and E = 29,000 kipsfin2.

Solve problems P9.24 to P9.27 by the moment area method. El is constant.

A -9 18 kips B C - 6' D 3' 10 kips

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