Theory of Structures Stress may be defined as Force per unit area Force per unit length Force per unit volume None of these Force per unit area Force per unit length Force per unit volume None of these ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is 2/7 1/7 4/7 3/7 2/7 1/7 4/7 3/7 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of shear stress and shear strain of an elastic material, is Modulus of Elasticity Shear Modulus Both A. and B. Modulus of Rigidity Modulus of Elasticity Shear Modulus Both A. and B. Modulus of Rigidity ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is T/M 2M/ T 2T/M M/T T/M 2M/ T 2T/M M/T ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Pick up the correct statement from the following: If tensile stress is equal to axial stress, the section experiences compressive stress All of these If tensile stress is less than axial stress, the section experiences compressive stress The moment of inertia is calculated about the axis about which bending takes place If tensile stress is equal to axial stress, the section experiences compressive stress All of these If tensile stress is less than axial stress, the section experiences compressive stress The moment of inertia is calculated about the axis about which bending takes place ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as Perry Straight line formula Parabolic formula Rankine Perry Straight line formula Parabolic formula Rankine ANSWER DOWNLOAD EXAMIANS APP