A single-bay, single-storeyed portal frame ABCD has its column ends fixed. If axial deformation is neglected, the kinematic indeterminacy is
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A continuous beam ABC with span AB = BC = L is shown in the figure. Supports A is fixed type, and supports B and C are roller type. The kinematic indeterminacy of the beam is:
What is the degree of kinematic indeterminacy of the beam shown in figure above
What is the number of kinematic indeterminacy for the building frame as shown in the figure when members are inextensible:
Degree of kinematic indeterminacy of a pin jointed plane frame is given by
A singly-bay single-storeyed portal frame ABCD is fixed at A and D as shown in the figure. If axial deformation is neglected, the kinematic indeterminacy is
For the plane frame as shown in the figure
The degree of kinematic indeterminacy, neglecting axial deformation, is
The kinematic indeterminacy of the following beam after imposing the boundary
Find the degree of static indeterminacy, for a two dimensional truss (or frame) shown in the figure above.
34 videos|140 docs|31 tests
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34 videos|140 docs|31 tests
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