Structural Analysis To generate the j th column of the flexibility matrix a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the displacements are calculated at all coordinates a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the displacements are calculated at all coordinates ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always greater than 1 less than 1 1 zero greater than 1 less than 1 1 zero ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is The diameter of the bar if their diameters are same Greatest value of the above The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same Greatest value of the above The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that the load position should be such that the section divides it equally on both sides the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the tail of the load reaches the section the load position should be such that the section divides it equally on both sides the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the tail of the load reaches the section 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/2EI L/4EI L/EI L/3EI L/2EI L/4EI L/EI L/3EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent equations to be satisfied for static equilibrium of a plane structure is 6 3 5 4 6 3 5 4 ANSWER DOWNLOAD EXAMIANS APP
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