Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 2j + r j – 2r 2j – r 3j – r 2j + r j – 2r 2j – r 3j – r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints) m + r + 3j 3m + r – 3j m + r – 3j m + r – 2j m + r + 3j 3m + r – 3j m + r – 3j m + r – 2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Moment distribution method Kani's method Equilibrium method Column analogy method Moment distribution method Kani's method Equilibrium method Column analogy method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Castigliano’s first theorem is applicable None of these only when principle of superposition is valid when the system behaves elastically for statically determinate structures only None of these only when principle of superposition is valid when the system behaves elastically for statically determinate structures only 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 None of these infinite length zero length zero moment of inertia None of these infinite length zero length zero moment of inertia ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 6 9 3 4 6 9 3 4 ANSWER DOWNLOAD EXAMIANS APP
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