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Structural Analysis

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

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Structural Analysis
Principle of superposition is applicable when

None of these
Material obeys Hooke's law
Deflections are linear functions of applied forces
The action of applied forces will be affected by small deformations of the structure

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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
None of these
Stable and statically indeterminate
Unstable

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

3
5
6
4

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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
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(3m + r) = 3j
(m + r) = 2j
(m + r) = 3j
(m + 3r) = 3j

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