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Structural Analysis

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

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

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

m + r = 2j
None of these
(m + r)<2j
(m + r)>2j

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

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

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Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Whole span
Less than the left half span
More than the left half span
Whole of left half span

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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

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

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

three rotations
one linear movement and two rotations
two linear movements and one rotation
three linear movements

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MORE MCQ ON Structural Analysis

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