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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
8 kN.m
30 kN.m

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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 determinate
Stable and statically indeterminate

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Vertical direction
The direction in which the deflection is required
Inclined direction
Horizontal direction

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

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Becomes zero
Is increased
Remains unchanged
Is decreased

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

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

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