Structural Analysis The width of the analogous column in the method of column analogy is 1/2 EI 2/EI 1/EI 1/4 EI 1/2 EI 2/EI 1/EI 1/4 EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Castigliano’s first theorem is applicable None of these for statically determinate structures only when the system behaves elastically only when principle of superposition is valid None of these for statically determinate structures only when the system behaves elastically only when principle of superposition is valid ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in Vertical direction The direction in which the deflection is required Horizontal direction Inclined direction Vertical direction The direction in which the deflection is required Horizontal direction Inclined direction ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -4 mm to +4 mm -5 mm to +5 mm -2 mm to +2 mm -3 mm to +3 mm -4 mm to +4 mm -5 mm to +5 mm -2 mm to +2 mm -3 mm to +3 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 6 3 9 4 6 3 9 4 ANSWER DOWNLOAD EXAMIANS APP
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