Structural Analysis The number of independent equations to be satisfied for static equilibrium of a plane structure is 5 6 4 3 5 6 4 3 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Kani's method Moment distribution method Column analogy method Equilibrium method Kani's method Moment distribution method Column analogy method Equilibrium method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections 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 For any type of structure ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 6 8 9 7 6 8 9 7 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In the displacement method of structural analysis, the basic unknowns are None of these force displacements and forces displacements None of these force displacements and forces displacements ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.25 L 0.211 L 0.234 L 0.5 L 0.25 L 0.211 L 0.234 L 0.5 L ANSWER DOWNLOAD EXAMIANS APP
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