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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

j – 2r
2j + r
2j – r
3j – r

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m – r + 2j
m + r + 2j
m + r – 3j
m + r – 2j

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

None of these
Internal as well as external forces
Internal forces only
External forces only

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

becomes zero
is decreased
is increased
remains unchanged

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

slope
deflection
bending moment
curvature

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

6
4
3
5

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