tensile stress in bending

shear stress

compressive stress in bending

fatigue stress

the effect of curvature of the cylinder wall is neglected

the tensile stresses are uniformly distributed over the section of the walls

the effect of the restraining action of the heads at the end of the pressure vessel is neglected

all of the above

compressive stresses

tensile stresses

both tensile and compressive stresses

shear stresses

increasing the length of bar

decreasing the cross-sectional area of the bar

decreasing the modulus of elasticity of the bar

all of the above

equal to

sin ? times more than

sin ? times less than

cosec ? times more than