Determine the single uniformly distributed load in the x direction that wo produce the same deformation in the y direction as the original loading f given rectangular block with the following data: 4 inches long in the x direction, 2.5 inches long in the y direction, and 3.5 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 52 kips tension in the x direction, 68 kips compression in the y direction, and 49 kips tension in the z direction. Givw v = 0.28 and E- 30 x 10° psi, O a 265.23 kips O b. 255.80 kips

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...
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Determine the single uniformly distributed load in the x direction that would
produce the same deformation in the y direction as the original loading for a
given rectangular block with the following data: 4 inches long in the x
direction, 2.5 inches long in the y direction, and 3.5 inches long in the z
direction. The block is subjected to a triaxial loading of three uniformly
distributed forces as follows: 52 kips tension in the x direction, 68 kips
compression in the y direction, and 49 kips tension in the z direction. Given
v = 0.28 and E = 30 x 10° psi,
O a. 265.23 kips
O b. 255.80 kips
Oc 220.25 kips
O d. 246.56 kips
Transcribed Image Text:Determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading for a given rectangular block with the following data: 4 inches long in the x direction, 2.5 inches long in the y direction, and 3.5 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 52 kips tension in the x direction, 68 kips compression in the y direction, and 49 kips tension in the z direction. Given v = 0.28 and E = 30 x 10° psi, O a. 265.23 kips O b. 255.80 kips Oc 220.25 kips O d. 246.56 kips
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