Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN: 9781305081550
Author: Braja M. Das
Publisher: Cengage Learning
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Question

Use the unit load method to compute the horizontal displacement at A. Take E =29,000 ksi. The
moment of inertia of each frame member is shown in the figure. Assume that the support at D is a pin
support, and a roller support at A. Ignore shear and axial deformations, i.e., assume that the
deformations are due to bending only.

Problem 3 Use the unit load method to compute the horizontal displacement at A. Take E =29,000 ksi. The moment of inertia of each frame member is shown in the figure. Assume that the support at D is a pin support, and a roller support at A. Ignore shear and axial deformations, i.e., assume that the deformations are due to bending only. 10 ft 2 k/ft IBC = 800 in.4 IAB = 500 in.4 ICD = 500 in.4 A -10 ft-
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Transcribed Image Text:Problem 3 Use the unit load method to compute the horizontal displacement at A. Take E =29,000 ksi. The moment of inertia of each frame member is shown in the figure. Assume that the support at D is a pin support, and a roller support at A. Ignore shear and axial deformations, i.e., assume that the deformations are due to bending only. 10 ft 2 k/ft IBC = 800 in.4 IAB = 500 in.4 ICD = 500 in.4 A -10 ft-
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