1.15 Considering the stress state represented in Figure Q1.15, the maximum shear stress: in 3D y=G 0x = 0 0x = 0 O O d. O a. is equal to zero O b. is equal to o O c. X Noy = 0 Figure Ql.15 occurs on a plane angled to the xy plane is found by rotating the element about the z axis
1.15 Considering the stress state represented in Figure Q1.15, the maximum shear stress: in 3D y=G 0x = 0 0x = 0 O O d. O a. is equal to zero O b. is equal to o O c. X Noy = 0 Figure Ql.15 occurs on a plane angled to the xy plane is found by rotating the element about the z axis
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.2.13P: : A hollow, pressurized sphere having a radius r = 4.8 in, and wall thickness t = 0.4 in. is lowered...
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