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/4EI L/EI L/2EI L/3EI L/4EI L/EI L/2EI L/3EI 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 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 Whole span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust becomes zero is increased remains unchanged is decreased becomes zero is increased remains unchanged is decreased ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints) (m + r) = 3j (m + r) = 2j (m + 3r) = 3j (3m + r) = 3j (m + r) = 3j (m + r) = 2j (m + 3r) = 3j (3m + r) = 3j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections For any type of structure In statically determinate structures only At the point under the load only For beams and frames only For any type of structure In statically determinate structures only At the point under the load only For beams and frames only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, None of these With partial restraint against torsion of the support and free at the end Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end None of these With partial restraint against torsion of the support and free at the end Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
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