a) the single uniformly distributed load (in kips) in the x-direction that would produc me deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load whic in the x-direction to produce no deformation in the z-direction. and
a) the single uniformly distributed load (in kips) in the x-direction that would produc me deformation in the y-direction as the original loading b) the single uniformly distributed load (in kips) that must be added in the load whic in the x-direction to produce no deformation in the z-direction. and
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SOLVE COMPLETELY. SHOW COMPLETE SOLUTION, INCLUDE FBD
![3. 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
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"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5014b09f-d63f-48f2-b583-62ad65893cb4%2Fb4126949-7a05-432e-81e4-cf2b973ad777%2Fbgmhs6h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. 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
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"
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