Structural Analysis The width of the analogous column in the method of column analogy is 2/EI 1/4 EI 1/EI 1/2 EI 2/EI 1/4 EI 1/EI 1/2 EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the tail of the load reaches the section the load position should be such that the section divides it equally on both sides the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the tail of the load reaches the section the load position should be such that the section divides it equally on both sides ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The maximum bending moment due to a train of wheel loads on a simply supported girder Always occurs at centre of span None of these Always occurs under a wheel load Never occurs under a wheel load Always occurs at centre of span None of these Always occurs under a wheel load Never occurs under a wheel load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same Greatest value of the above The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same Greatest value of the above 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 m + r + 3j m + r – 2j 3m + r – 3j m + r – 3j m + r + 3j m + r – 2j 3m + r – 3j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following methods of structural analysis is a displacement method? Moment distribution method Three moment equation None of these Column analogy method Moment distribution method Three moment equation None of these Column analogy method ANSWER DOWNLOAD EXAMIANS APP
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