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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
The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)

6m + r – 6j
m + r – 2j
m + r – 3j
3m + r – 3j

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Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

15 kN.m
30 kN.m
8 kN.m
60 kN.m

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/4 EI
1/2 EI
2/EI
1/EI

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

1
6
2
3

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Stable and statically determinate
Unstable
Stable and statically indeterminate
None of these

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