Structural Analysis In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always greater than 1 1 zero less than 1 greater than 1 1 zero less than 1 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 0.5 L 0.234 L 0.211 L 0.25 L 0.5 L 0.234 L 0.211 L ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 3j – r 2j + r j – 2r 2j – r 3j – r 2j + r j – 2r 2j – r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings) j-3r j-2r 3j-r 2j-r j-3r j-2r 3j-r 2j-r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -3 mm to +3 mm -5 mm to +5 mm -4 mm to +4 mm -2 mm to +2 mm -3 mm to +3 mm -5 mm to +5 mm -4 mm to +4 mm -2 mm to +2 mm 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 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 The diameter of the top ANSWER DOWNLOAD EXAMIANS APP
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