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-

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-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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