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/EI L/2EI L/3EI L/4EI L/EI L/2EI L/3EI L/4EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The dimension of the base The diameter of the top The diameter of the base The reduced diameter of the column The dimension of the base The diameter of the top The diameter of the base The reduced diameter of the column ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are three linear movements three rotations one linear movement and two rotations two linear movements and one rotation three linear movements three rotations one linear movement and two rotations two linear movements and one rotation ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, Restrained against torsion at the support and free at the end None of these Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end Restrained against torsion at the support and free at the end None of these Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end 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 Less than the left half span More than the left half span Whole span Whole of left half span Less than the left half span More than the left half span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections 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 For any type of structure In statically determinate structures only ANSWER DOWNLOAD EXAMIANS APP
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