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 The three moments equation is applicable only when There is no settlement of supports The beam is prismatic There is no discontinuity such as hinges within the span The spans are equal There is no settlement of supports The beam is prismatic There is no discontinuity such as hinges within the span The spans are equal ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be 1.4 times the minimum overturning moment due to dead load None of these 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) 1.4 times the minimum overturning moment due to dead load None of these 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as L/3EI L/EI L/2EI L/4EI L/3EI L/EI L/2EI L/4EI 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 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 More than the left half span Less than the left half span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings) 6m + r – 6j 3m + r – 3j m + r – 2j m + r – 3j 6m + r – 6j 3m + r – 3j m + r – 2j m + r – 3j ANSWER DOWNLOAD EXAMIANS APP
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