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

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

At the point under the load only
For any type of structure
In statically determinate structures only
For beams and frames only

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

8
7
9
6

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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)

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

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

1
6
3
2

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-2 mm to +2 mm
-4 mm to +4 mm
-5 mm to +5 mm
-3 mm to +3 mm

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