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5.6 Assume E = constant and A = zero for all members; calculate u, v, and 0 for joint a. Also calculate the distribution of internal forces. Why isn't the answer realistic? What is the shortcoming of the solution and how can it be corrected? What answers would one obtain to the same problem using moment distribution? What assumptions as to deformation are implicit in the moment distribution solution? I 2L 1b I 1 Pm I L 2L Problem 5.6 I d

5.6 Assume E = constant and A = zero for all members; calculate u, v, and 0 for joint a. Also calculate the distribution of internal forces. Why isn't the answer realistic? What is the shortcoming of the solution and how can it be corrected? What answers would one obtain to the same problem using moment distribution? What assumptions as to deformation are implicit in the moment distribution solution? I 2L 1b I 1 Pm I L 2L Problem 5.6 I d

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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5.6 Assume E constant and A zero for all members; calculate u, v, and 0 for joint a. Also calculate the distribution of internal forces. Why isn't the answer realistic? What is the shortcoming of the solution and how can it be corrected? What answers would one obtain to the same problem using moment distribution? What assumptions as to deformation are implicit in the moment distribution solution?

5.6 Assume E = constant and A = zero for all members; calculate u, v, and 0 for joint a. Also calculate the distribution of internal forces. Why isn't the answer realistic? What is the shortcoming of the solution and how can it be corrected? What answers would one obtain to the same problem using moment distribution? What assumptions as to deformation are implicit in the moment distribution solution? I 2L 1b I 1 Pm I L 2L Problem 5.6 I d
Transcribed Image Text:5.6 Assume E = constant and A = zero for all members; calculate u, v, and 0 for joint a. Also calculate the distribution of internal forces. Why isn't the answer realistic? What is the shortcoming of the solution and how can it be corrected? What answers would one obtain to the same problem using moment distribution? What assumptions as to deformation are implicit in the moment distribution solution? I 2L 1b I 1 Pm I L 2L Problem 5.6 I d
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