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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

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

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

0
1/2
3/4
1

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Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

3j-r
j-2r
j-3r
2j-r

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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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

None of these
infinite length
zero moment of inertia
zero length

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

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

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