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Structural Analysis

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

5 specimens
3 specimens
2 specimens
4 specimens

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

5
3
6
4

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.24 Wl
0.16 Wl
0.25 Wl
0.20 Wl

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is

(i), (ii) and (iii)
(i)and(ii)
only (i)
(ii) and (iii)

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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
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.5 L
0.234 L
0.211 L
0.25 L

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