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 The width of the analogous column in the method of column analogy is 1/2 EI 1/4 EI 1/EI 2/EI 1/2 EI 1/4 EI 1/EI 2/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be None of these 1.2 times the minimum overturning moment due to dead load 1.4 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these 1.2 times the minimum overturning moment due to dead load 1.4 times the minimum overturning moment due to dead load Sum of (a) and (b) 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 None of these infinite length zero moment of inertia zero length None of these infinite length zero moment of inertia zero length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust remains unchanged becomes zero is increased is decreased remains unchanged becomes zero is increased is decreased ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are two linear movements and one rotation one linear movement and two rotations three rotations three linear movements two linear movements and one rotation one linear movement and two rotations three rotations three linear movements ANSWER DOWNLOAD EXAMIANS APP
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