Equilibrium method
Column analogy method
Moment distribution method
Kani′s method
(i) and (iii)
(ii) and (iii)
(i) and (iv)
(ii) and (iv)
Flexibility matrix is a square symmetrical matrix
Stiffness matrix is a square symmetrical matrix
both Flexibility matrix is a square symmetrical matrix and Stiffness matrix is a square symmetrical matrix
none of the above
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 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 displacements are calculated at all co-ordinates