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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

1/2 EI
1/4 EI
2/EI
1/EI

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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
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and increase
increase and increase
increase and decrease
decrease and decrease

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

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

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

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

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

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