Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 9 7 8 6 9 7 8 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when Deflections are linear functions of applied forces Material obeys Hooke's law None of these The action of applied forces will be affected by small deformations of the structure Deflections are linear functions of applied forces Material obeys Hooke's law None of these The action of applied forces will be affected by small deformations of the structure ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The maximum bending moment due to a train of wheel loads on a simply supported girder Always occurs under a wheel load Always occurs at centre of span None of these Never occurs under a wheel load Always occurs under a wheel load Always occurs at centre of span None of these Never occurs under a wheel load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a series of wheel loads crosses a simply supported girder, the maximum bending moment under any given wheel load occurs when None of these The centre of span is midway between the centre of gravity of the load system and the wheel load under consideration The centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration The wheel load under consideration is midway between the centre of span and the centre of gravity of the load system None of these The centre of span is midway between the centre of gravity of the load system and the wheel load under consideration The centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration The wheel load under consideration is midway between the centre of span and the centre of gravity of the load system ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The carryover factor in a prismatic member whose far end is fixed is 3/4 0 1 1/2 3/4 0 1 1/2 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is 7 9 8 6 7 9 8 6 ANSWER DOWNLOAD EXAMIANS APP
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