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Structural Analysis

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

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

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/EI
L/3EI
L/2EI
L/4EI

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

deflection
curvature
slope
bending moment

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Hinged support
Free end
Roller support
Fixed support

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

infinite length
zero length
None of these
zero moment of inertia

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