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
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
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 10.12P: Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft....
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