A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3 inches long in thez direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 50 kips tensionin the x direction, 65 kips compression in the y direction, and 55 kips tension in the z direction. If v = 0.30 andE = 29 x 10° psi. Single Uniformly Distributed Load in the x-direction that would produce the samedeformation in the z-direction as the original loading. *130 kips (C)120 kips (T)130 kips (T)120 kips (C)

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Single Uniformly Distributed Load in the x-direction that would produce the same deformation in the z-direction as the original loading. * 130 kips (C) 120 kips (T) 130 kips (T) O 120 kips (C)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.2.16P: Solve the preceding problem for a plate of dimensions 100 mm × 250 mm subjected to a compressive...

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Concept explainers

Free Body Diagram

The system of forces acting on a body tends to either rotate it or make the body undergo motion. In general, when an external agent exerts a force on a body, the body undergoes translational motion and rotational motion. The body has six degrees of freedom under the influence of that force. Here, three degrees of freedom are from the translational motion while the other three are from the rotation motion. However, sometimes the bodies are not allowed to undergo any motion and are fixed, under such conditions the body is said to be constrained.

Question

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 loading of three uniformly distributed forces as follows: 50 kips tension
in the x direction, 65 kips compression in the y direction, and 55 kips tension in the z direction. If v = 0.30 and
E = 29 x 10° psi.

Single Uniformly Distributed Load in the x-direction that would produce the same
deformation in the z-direction as the original loading. *
130 kips (C)
120 kips (T)
130 kips (T)
120 kips (C)

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