Draw the shear and moment curves for the column in Figure P5.46. Sketch the deflected shape. The
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Draw the shear and moment curves for the column in Figure P5.46. Sketch the deflected shape. The load \(P\) is equal to \(55 \mathrm{kips}\), and the load is eccentric from the column centerline with an eccentricity of 10 in.
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E A ,10, P12 D P C B $2 15' ++ 15' 18'
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Related Book For
Fundamentals Of Structural Analysis
ISBN: 9780073398006
5th Edition
Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning
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