A cube of material (E = 15,000 psi, v = 0.25) of side length 2" is shown in the x, y plane. Takex positive to theright and y positive up. Determine the change in length of the cube in the three coordinate directions if4%3Da) The normal stress in the z direction is zero (Ans: 0.0317" in x direction)b) The normal stress in the z direction is 300 psi compression (Ans: 0.0416" in x direction)150 psi100 psi+ 200 psi

A cube of material (E 15,000 psi, v 0.25) of side length 2" is shown in the x, y plane. Take x positive to the right and y positive up. Determine the change in length of the cube in the three coordinate directions if a) The normal stress in the z direction is zero (Ans: 0.0317" in x direction) b) The normal stress in the z direction is 300 psi compression (Ans: 0.0416" in x direction) 150 psi 100 psi 200 psi

A cube of material (E 15,000 psi, v 0.25) of side length 2" is shown in the x, y plane. Take x positive to the right and y positive up. Determine the change in length of the cube in the three coordinate directions if a) The normal stress in the z direction is zero (Ans: 0.0317" in x direction) b) The normal stress in the z direction is 300 psi compression (Ans: 0.0416" in x direction) 150 psi 100 psi 200 psi

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...

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