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/3EI L/2EI L/EI L/4EI L/3EI L/2EI L/EI L/4EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Kani's method Column analogy method Moment distribution method Equilibrium method Kani's method Column analogy method Moment distribution method Equilibrium method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Castigliano’s first theorem is applicable None of these for statically determinate structures only when the system behaves elastically only when principle of superposition is valid None of these for statically determinate structures only when the system behaves elastically only when principle of superposition is valid ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange d is the distance between flange angles or the clear distance between flanges All of these Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange d is the distance between flange angles or the clear distance between flanges All of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when The action of applied forces will be affected by small deformations of the structure Material obeys Hooke's law None of these Deflections are linear functions of applied forces The action of applied forces will be affected by small deformations of the structure Material obeys Hooke's law None of these Deflections are linear functions of applied forces ANSWER DOWNLOAD EXAMIANS APP
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