Structural Analysis Castigliano’s first theorem is applicable 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 None of these only when principle of superposition is valid ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by m – r + 2j m + r – 3j m + r + 2j m + r – 2j m – r + 2j m + r – 3j m + r + 2j m + r – 2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 15 kN.m 30 kN.m 8 kN.m 60 kN.m 15 kN.m 30 kN.m 8 kN.m 60 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 3 5 4 6 3 5 4 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Equilibrium method Column analogy method Kani's method Moment distribution method Equilibrium method Column analogy method Kani's method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is Greatest value of the above 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same The diameter of the longer bar if their diameters are unequal Greatest value of the above 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same The diameter of the longer bar if their diameters are unequal ANSWER DOWNLOAD EXAMIANS APP
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