Structural Analysis The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in Vertical direction Horizontal direction Inclined direction The direction in which the deflection is required Vertical direction Horizontal direction Inclined direction The direction in which the deflection is required ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis To generate the j th column of the flexibility matrix 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 displacements are calculated at all co-ordinates a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates 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 displacements are calculated at all co-ordinates a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 3 6 9 4 3 6 9 4 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when Deflections are linear functions of applied forces Material obeys Hooke's law None of these The action of applied forces will be affected by small deformations of the structure Deflections are linear functions of applied forces Material obeys Hooke's law None of these The action of applied forces will be affected by small deformations of the structure ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is 6 7 8 9 6 7 8 9 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to 5 mm less than the minimum clear distance between the main bars Smaller of A and B Greater of A and B 5 mm less than the minimum cover to the reinforcement 5 mm less than the minimum clear distance between the main bars Smaller of A and B Greater of A and B 5 mm less than the minimum cover to the reinforcement ANSWER DOWNLOAD EXAMIANS APP
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