Structural Analysis In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always less than 1 zero 1 greater than 1 less than 1 zero 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Study the following statements. i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy. ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy. iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy. iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy. The correct answer is (ii) and (iii) (i) and (iv) (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (iv) (ii) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. d is the distance between flange angles or the clear distance between flanges For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d All of these d is the distance between flange angles or the clear distance between flanges For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d All of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when Deflections are linear functions of applied forces None of these Material obeys Hooke's law The action of applied forces will be affected by small deformations of the structure Deflections are linear functions of applied forces None of these Material obeys Hooke's law The action of applied forces will be affected by small deformations of the structure ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are two linear movements and one rotation one linear movement and two rotations three linear movements three rotations two linear movements and one rotation one linear movement and two rotations three linear movements three rotations ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 7 9 8 6 7 9 8 6 ANSWER DOWNLOAD EXAMIANS APP
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