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determine the single resultant load in the z direction that would produce the same e original loadings. (b) determine the single resultant load in the y direction that ation in x direction as the original loadings.

determine the single resultant load in the z direction that would produce the same e original loadings. (b) determine the single resultant load in the y direction that ation in x direction as the original loadings.

Structural Analysis
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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SOM 7. Show your complete solution. ( I know the answers but I need the detailed solution)
Problem # 7: A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3 inches long in the z direction. The block is subjected to a triaxial load ing of three resultant forces as follows: 72 kips compression in the x direction, 60 kips tension in the y direction, and 56 kips tension in the z direction. If v = 1/3 and E 29 x 106 psi, ( a ) determine the single resultant load in the z direction that would produce the same deformation in x direction as the original loadings. (b) determine the single resultant load in the y direction that would produce the same deformation in x direction as the original load ings. * 60 kips 56 kips 72 kips 2 in. 3 in. Answ Sheet: 7. Pz= Py = kip kip 160 80.005
Transcribed Image Text:Problem # 7: A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3 inches long in the z direction. The block is subjected to a triaxial load ing of three resultant forces as follows: 72 kips compression in the x direction, 60 kips tension in the y direction, and 56 kips tension in the z direction. If v = 1/3 and E 29 x 106 psi, ( a ) determine the single resultant load in the z direction that would produce the same deformation in x direction as the original loadings. (b) determine the single resultant load in the y direction that would produce the same deformation in x direction as the original load ings. * 60 kips 56 kips 72 kips 2 in. 3 in. Answ Sheet: 7. Pz= Py = kip kip 160 80.005
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