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/3EI L/2EI L/EI L/4EI L/3EI L/2EI L/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Bending moment at any section in a conjugate beam gives in the actual beam bending moment deflection slope curvature bending moment deflection slope curvature ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Effects of shear force and axial force on plastic moment capacity of a structure are respectively to decrease and decrease decrease and increase increase and decrease increase and increase decrease and decrease decrease and increase increase and decrease increase and increase ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies Whole span More than the left half span Whole of left half span Less than the left half span Whole span More than the left half span Whole of left half span Less than the left half span 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 diameter of the base The reduced diameter of the column The dimension of the base The diameter of the top The diameter of the base The reduced diameter of the column The dimension of the base 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 0.234 L 0.5 L 0.211 L 0.25 L 0.234 L 0.5 L 0.211 L ANSWER DOWNLOAD EXAMIANS APP
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