Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as L/EI L/2EI L/4EI L/3EI L/EI L/2EI L/4EI L/3EI 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) (ii) and (iv) (i) and (iv) (i) and (iii) (ii) and (iii) (ii) and (iv) (i) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings) 2j-r j-2r j-3r 3j-r 2j-r j-2r j-3r 3j-r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is 3 1 2 6 3 1 2 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be None of these 1.4 times the minimum overturning moment due to dead load Sum of (a) and (b) 1.2 times the minimum overturning moment due to dead load None of these 1.4 times the minimum overturning moment due to dead load Sum of (a) and (b) 1.2 times the minimum overturning moment due to dead load ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS