The degree of static indeterminacy of the plane frame as shown in the figure is
Q. The degree of static indeterminacy of the plane frame as shown in the figure is
Solution:
(Total R’ = 2)
Ds=3C−R′
C=6
Ds=(3×6−2)−1(due to hinge)
=15
Q. The degree of static indeterminacy of the plane frame as shown in the figure is
Solution:
(Total R’ = 2)
Ds=3C−R′
C=6
Ds=(3×6−2)−1(due to hinge)
=15