Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 6 8 7 9 6 8 7 9 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal (i) Of a stiffness matrix must be positive (ii) Of a stiffness matrix must be negative (iii) Of a flexibility matrix must be positive (iv) Of a flexibility matrix must be negative The correct answer is (i) and (iii) (i) and (iv) (ii) and (iii) (ii) and (iv) (i) and (iii) (i) and (iv) (ii) and (iii) (ii) and (iv) 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 More than the left half span Less than the left half span Whole span Whole of left half span More than the left half span Less than the left half span Whole span Whole of left half span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 3j – r j – 2r 2j + r 2j – r 3j – r j – 2r 2j + r 2j – r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the incorrect statement from the following: None of these The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness The gross section of the web of channels is the depth of the web multiplied by its thickness The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness None of these The gross section of the web of plate girders is the depth of the web plate multiplied by its thickness The gross section of the web of channels is the depth of the web multiplied by its thickness The gross section of the web of rolled I-beams is the depth of the beam multiplied by the web thickness 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 forces 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 displacements are calculated at all coordinates a unit force is applied at coordinate j and the forces 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 displacements are calculated at all coordinates ANSWER DOWNLOAD EXAMIANS APP
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