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Structural Analysis

Structural Analysis
The test strength of the sample is taken as the average of the strength of

2 specimens
3 specimens
5 specimens
4 specimens

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

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

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Structural Analysis
The deformation of a spring produced by a unit load is called

stiffness
flexibility
influence coefficient
unit strain

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

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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

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

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

None of these
zero moment of inertia
infinite length
zero length

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