The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 106 psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce ; and b) the single uniformly distributed load (in kips) that must be added in the load which the same deformation in the y-direction as the original loading 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 2 decimal places in every solved value. y 60 kips 48 kips 54 kips 2" 54 kips z 48 kips x. 3" 60 kips 4"
The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 106 psi, determine the following: a) the single uniformly distributed load (in kips) in the x-direction that would produce ; and b) the single uniformly distributed load (in kips) that must be added in the load which the same deformation in the y-direction as the original loading 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 2 decimal places in every solved value. y 60 kips 48 kips 54 kips 2" 54 kips z 48 kips x. 3" 60 kips 4"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 10° psi,
determine the following:
a) the single uniformly distributed load (in kips) in the x-direction that would produce
; and
b) the single uniformly distributed load (in kips) that must be added in the load which
the same deformation in the y-direction as the original loading
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 2 decimal places in every solved value.
y
60 kips
48 kips
54 kips
2"
54 kips
z
48 kips x
3"
60 kips
4"
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