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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

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

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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 decrease
decrease and increase
increase and decrease
increase and increase

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

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Structural Analysis
Principle of superposition is applicable when

The action of applied forces will be affected by small deformations of the structure
None of these
Deflections are linear functions of applied forces
Material obeys Hooke's law

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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
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The reduced diameter of the column
The diameter of the base
The dimension of the base
The diameter of the top

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