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/EI L/4EI L/2EI L/3EI L/EI L/4EI L/2EI 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 infinite length zero moment of inertia None of these zero length infinite length zero moment of inertia None of these zero length 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 Less than the left half span More than the left half span Whole of left half span Whole span Less than the left half span More than the left half span Whole of left half span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same The diameter of the longer bar if their diameters are unequal Greatest value of the above 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same The diameter of the longer bar if their diameters are unequal Greatest value of the above ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by m + r – 3j m + r – 2j m + r + 2j m – r + 2j m + r – 3j m + r – 2j m + r + 2j m – r + 2j 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 0.20 Wl 0.24 Wl 0.25 Wl 0.16 Wl 0.20 Wl 0.24 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
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