Problem 1 For the beam in the figure below, assume E = 29,000 ksi and I = 600 in“ for the whole beam. (a) Determine the reactions at the supports A,B, and C using the reaction at C (C,) as the redundant. (b) Draw the shear and moment diagram. (c) Compute the rotation at B and the vertical displacement below the load P in the span AB. (d) Sketch the deflected shape. 2
Problem 1 For the beam in the figure below, assume E = 29,000 ksi and I = 600 in“ for the whole beam. (a) Determine the reactions at the supports A,B, and C using the reaction at C (C,) as the redundant. (b) Draw the shear and moment diagram. (c) Compute the rotation at B and the vertical displacement below the load P in the span AB. (d) Sketch the deflected shape. 2
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter10: Statically Indeterminate Beams
Section: Chapter Questions
Problem 10.4.38P: A fixed-end beam AB of a length L is subjected to a uniform load of intensity q acting over the...
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