- (A) 0.01 to 0.1
- (B) 0.23 to 0.27
- (C) 0.25 to 0.33
- (D) 0.4 to 0.6
- (E) 3 to 4
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- (A) of same magnitude as that of bar and applied at the lower end
- (B) half the weight of bar applied at lower end
- (C) half of the square of weight of bar applied at lower end
- (D) one-fourth of weight of bar applied at lower end
- (E) none of the above
- (A) homogeneous
- (B) inelastic
- (C) isotropic
- (D) isentropic
- (E) visco-elastic.
- (A) plasticity
- (B) ductility
- (C) elasticity
- (D) malleability
- (E) drawabihty
- (A) steel
- (B) copper
- (C) aluminium
- (D) cast iron
- (E) none of the above
- (A) increase
- (B) decrease
- (C) remain same
- (D) increase initially and then decrease
- (E) unpredictable
- (A) thermal stresses
- (B) tensile stress
- (C) bending
- (D) compressive stress
- (E) no stress
- (A) mm/mm
- (B) kg/cm
- (C) kg
- (D) kg/cm2
- (E) kg cm2
- (A) internal resistanpe
- (B) tensile stress
- (C) transverse stress
- (D) compressive stress
- (E) working stress
- (A) longitudinal stress and longitudinal strain
- (B) volumetric stress and volumetric strain
- (C) lateral stress and lateral strain
- (D) shear stress and shear strain
- (E) linear stress and lateral strain
