Structural Analysis Which of the following is not the displacement method? Column analogy method Moment distribution method Equilibrium method Kani's method Column analogy method Moment distribution method Equilibrium method Kani's method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of zero length zero moment of inertia None of these infinite length zero length zero moment of inertia None of these infinite length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is 6 3 1 2 6 3 1 2 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 0.20 Wl 0.24 Wl 0.16 Wl 0.25 Wl 0.20 Wl 0.24 Wl 0.16 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by j – 2r 2j + r 3j – r 2j – r j – 2r 2j + r 3j – r 2j – r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The width of the analogous column in the method of column analogy is 1/EI 1/2 EI 1/4 EI 2/EI 1/EI 1/2 EI 1/4 EI 2/EI ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS