Problem #2: The following tank presents the following data: External diameter of 16 inches • ½ inch wall thickness Internal Pressure 600 psi. 12 kip. ft B 48 kip ft A 16 in. p = 600 psi For point B, determine: a) The state of normal and shear stresses. b) The maximum and minimum efforts. Indicate the orientation of the principal axes c) The maximum shear stress. Indicate the orientation of the axes for this effort

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 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...
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Problem #2:
The following tank presents the following data:
• External diameter of 16 inches
• ½ inch wall thickness
• Internal Pressure 600 psi.
12 kip ft !
B
48 kip ft
A
16 in.
- p = 600 psi
For point B, determine:
a) The state of normal and shear stresses. b) The maximum and minimum efforts. Indicate the
orientation of the principal axes c) The maximum shear stress. Indicate the orientation of the axes for
this effort
Transcribed Image Text:Problem #2: The following tank presents the following data: • External diameter of 16 inches • ½ inch wall thickness • Internal Pressure 600 psi. 12 kip ft ! B 48 kip ft A 16 in. - p = 600 psi For point B, determine: a) The state of normal and shear stresses. b) The maximum and minimum efforts. Indicate the orientation of the principal axes c) The maximum shear stress. Indicate the orientation of the axes for this effort
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