Structural Analysis Determinacy and Indeterminacy

The degree of static indeterminacy NS and the degree of kinematic indeterminacy, NK for the plane frame as shown neglecting axial deformation are given by

1
NS = 6, NK = 11
2
NS = 2, NK = 3
3
NS = 6, NK = 6
4
NS = 4, NK = 4
5
NS = 4, NK = 6

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