Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 9 8 7 6 9 8 7 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 30 kN.m 15 kN.m 60 kN.m 8 kN.m 30 kN.m 15 kN.m 60 kN.m 8 kN.m 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 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 More than the left half span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Equilibrium method Column analogy method Kani's method Moment distribution method Equilibrium method Column analogy method Kani's method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by 2j – r j – 2r 3j – r 2j + r 2j – r j – 2r 3j – r 2j + r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the incorrect statement from the following: 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 rolled I-beams is the depth of the beam multiplied by the web thickness The gross section of the web of channels is the depth of the web multiplied by its 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 rolled I-beams is the depth of the beam multiplied by the web thickness The gross section of the web of channels is the depth of the web multiplied by its thickness None of these ANSWER DOWNLOAD EXAMIANS APP