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-
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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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.
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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