Structural Analysis In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always greater than 1 zero less than 1 1 greater than 1 zero less than 1 1 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 4 3 5 6 4 3 5 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The diameter of the top The reduced diameter of the column The dimension of the base The diameter of the base The diameter of the top The reduced diameter of the column The dimension of the base The diameter of the base 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/2EI L/3EI L/EI L/4EI L/2EI L/3EI L/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 2j – r j – 2r 3j – r 2j + r 2j – r j – 2r 3j – r 2j + r ANSWER DOWNLOAD EXAMIANS APP
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