Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of infinite length None of these zero length zero moment of inertia infinite length None of these zero length zero moment of inertia ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Kani's method Moment distribution method Equilibrium method Column analogy method Kani's method Moment distribution method Equilibrium method Column analogy method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints) None of these m + r = 2j (m + r)>2j (m + r)<2j None of these m + r = 2j (m + r)>2j (m + r)<2j ANSWER DOWNLOAD EXAMIANS APP
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 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 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 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 force is applied at coordinate j and the forces are calculated at all coordinates ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The principle of virtual work can be applied to elastic system by considering the virtual work of Internal as well as external forces None of these Internal forces only External forces only Internal as well as external forces None of these Internal forces only External forces only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings) 3m + r – 3j m + r – 2j m + r – 3j 6m + r – 6j 3m + r – 3j m + r – 2j m + r – 3j 6m + r – 6j ANSWER DOWNLOAD EXAMIANS APP
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