The cylindrical tank has an external diameter of 20 in and a wall thickness of 1/2 in. The tank is pressurized to 200 psi and carries an axial tensile force of 24 kips. The max in-plane shear stress at the wall of the tank is most closely equal to: 24 kips 950 psi 558 psi 20 in. p= 200 psi 24 kips
The cylindrical tank has an external diameter of 20 in and a wall thickness of 1/2 in. The tank is pressurized to 200 psi and carries an axial tensile force of 24 kips. The max in-plane shear stress at the wall of the tank is most closely equal to: 24 kips 950 psi 558 psi 20 in. p= 200 psi 24 kips
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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