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 The test strength of the sample is taken as the average of the strength of 3 specimens 2 specimens 5 specimens 4 specimens 3 specimens 2 specimens 5 specimens 4 specimens ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be 1.2 times the minimum overturning moment due to dead load 1.4 times the minimum overturning moment due to dead load None of these Sum of (a) and (b) 1.2 times the minimum overturning moment due to dead load 1.4 times the minimum overturning moment due to dead load None of these Sum of (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Muller Breslau’s principle for obtaining influence lines is applicable to i) trusses ii) statically determinate beams and frames iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law iv) any statically indeterminate structure The correct answer is only (i) (i), (ii) and (iv) (i) and (ii) (i), (ii) and (iii) only (i) (i), (ii) and (iv) (i) and (ii) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of zero moment of inertia infinite length None of these zero length zero moment of inertia infinite length None of these zero length 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
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