The degree of static indeterminacy N, and the degree of kinematic indeterr plane frame as shown neglecting axial deformation are given by:- (b) N 4, N, 6 N = 6. N 11 N 6, N 6 N =4, N = 4
The degree of static indeterminacy N, and the degree of kinematic indeterr plane frame as shown neglecting axial deformation are given by:- (b) N 4, N, 6 N = 6. N 11 N 6, N 6 N =4, N = 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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