Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 2j + r 3j – r j – 2r 2j – r 2j + r 3j – r j – 2r 2j – r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints) (m + r)>2j (m + r)<2j None of these m + r = 2j (m + r)>2j (m + r)<2j None of these m + r = 2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The reduced diameter of the column The diameter of the top The diameter of the base The dimension of the base The reduced diameter of the column The diameter of the top The diameter of the base The dimension of the base ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Castigliano’s first theorem is applicable None of these when the system behaves elastically for statically determinate structures only only when principle of superposition is valid None of these when the system behaves elastically for statically determinate structures only only when principle of superposition is valid ANSWER DOWNLOAD EXAMIANS APP
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 When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies More than the left half span Less than the left half span Whole span Whole of left half span More than the left half span Less than the left half span Whole span Whole of left half span ANSWER DOWNLOAD EXAMIANS APP
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