3. The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 × 106 psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce and the same deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load which exists in the x-direction to produce no deformation in the z-direction. HINT: No deformation in the z-direction means there is no strain in that specific direction but is still subjected to a particular stress. With that, correlating different strains by Poisson's ratio may not be applicable in this part. Use 6 decimal places for the solved values of strain and 3 decimal places in other values. y 60 kips 48 kips 54 kips 2" 54 kips 48 kips x. 3" 60 kips 4"

3. The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 × 106 psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce and the same deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load which exists in the x-direction to produce no deformation in the z-direction. HINT: No deformation in the z-direction means there is no strain in that specific direction but is still subjected to a particular stress. With that, correlating different strains by Poisson's ratio may not be applicable in this part. Use 6 decimal places for the solved values of strain and 3 decimal places in other values. y 60 kips 48 kips 54 kips 2" 54 kips 48 kips x. 3" 60 kips 4"

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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