Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are 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 three linear movements 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/4EI L/EI L/2EI L/3EI L/4EI L/EI L/2EI L/3EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Study the following statements. i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy. ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy. iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy. iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy. The correct answer is (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (iv) (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, With partial restraint against torsion of the support and free at the end Unstrained against torsion at the support and free at the end Restrained 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 Unstrained against torsion at the support and free at the end Restrained against torsion at the support and free at the end None of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following methods of structural analysis is a force method? Moment distribution method None of these Slope deflection method Column analogy method Moment distribution method None of these Slope deflection method Column analogy method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For under water concreting. The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate All of these At least 10 percent more cement is required as compared to dry conditions De-watering by pumping is not done or until 24 hours thereafter The volume of coarse aggregates shall not be less than one and half times and not more than twice that of fine aggregate All of these At least 10 percent more cement is required as compared to dry conditions De-watering by pumping is not done or until 24 hours thereafter ANSWER DOWNLOAD EXAMIANS APP
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