Structural Analysis Which of the following is not the displacement method? Kani's method Equilibrium method Moment distribution method Column analogy method Kani's method Equilibrium method Moment distribution method Column analogy method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is 6 3 2 1 6 3 2 1 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Castigliano’s first theorem is applicable for statically determinate structures only None of these when the system behaves elastically only when principle of superposition is valid for statically determinate structures only None of these when the system behaves elastically only when principle of superposition is valid ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent equations to be satisfied for static equilibrium of a plane structure is 5 4 3 6 5 4 3 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The test strength of the sample is taken as the average of the strength of 4 specimens 5 specimens 3 specimens 2 specimens 4 specimens 5 specimens 3 specimens 2 specimens ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust is increased remains unchanged is decreased becomes zero is increased remains unchanged is decreased becomes zero ANSWER DOWNLOAD EXAMIANS APP
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