T b = 3 ft., L=5 ft., T=500 ft-lb CCW, P = 500 lb Dia. = 10 in., Area = 78.54 in^2, Ix=ly=491 in^4, J = 982 in^4 1. Find APPLIED V, N, Mx, My, Mz at section where A is located looking in from y- axis 2. Calculate the normal stress at point A 3. Calculate the shear stress at point A

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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b = 3 ft., L=5 ft., T=500 ft-lb CCW, P = 500 lb
Dia. = 10 in., Area = 78.54 in^2, Ix=ly=D491 in^4, J = 982 in^4
1. Find APPLIED V, N, Mx, My, Mz at section where A is located looking in from y-
axis
2. Calculate the normal stress at point A
3. Calculate the shear stress at point A
Transcribed Image Text:b = 3 ft., L=5 ft., T=500 ft-lb CCW, P = 500 lb Dia. = 10 in., Area = 78.54 in^2, Ix=ly=D491 in^4, J = 982 in^4 1. Find APPLIED V, N, Mx, My, Mz at section where A is located looking in from y- axis 2. Calculate the normal stress at point A 3. Calculate the shear stress at point A
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