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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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning

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