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/3EI L/2EI L/EI L/4EI L/3EI L/2EI L/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is 2 3 1 6 2 3 1 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 4 6 3 9 4 6 3 9 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections In statically determinate structures only For any type of structure At the point under the load only For beams and frames only In statically determinate structures only For any type of structure 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 Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end None of these Restrained against torsion at the support and free at the end 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 Independent displacement components at each joint of a rigid-jointed plane frame are three linear movements three rotations two linear movements and one rotation one linear movement and two rotations three linear movements three rotations two linear movements and one rotation one linear movement and two rotations ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS