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GATE CE 1990
MCQ (Single Correct Answer)
+1
-0.3
A cylindrical tank of radius $$'r'$$ and wall thickness $$'t'$$ has flat end closures. The tank is subjected to an internal pressure $$P.$$ The longitudinal $$\left( {{\sigma _x}} \right)$$ and the circumferential $$\left( {{\sigma _\theta }} \right)$$ stresses respectively are given by:
A
$$Pr/t:0$$
B
$$Pr/2t:Pr/t$$
C
$$Pr/4t:Pr/3t$$
D
$$Pr/6t:Pr/t$$
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Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
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Centroid and Moment of Inertia Torsion Pure Bending Shear Stress In Beams Strain Energy Method Columns and Struts Complex Stress Deflection of Beams Thin Cylinder Simple Stresses Shear Force and Bending Moment Propped Cantilever Beam
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