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Structural Analysis

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

5
3
6
4

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

5 specimens
2 specimens
4 specimens
3 specimens

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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

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

Sum of (a) and (b)
None of these
1.4 times the minimum overturning moment due to dead load
1.2 times the minimum overturning moment due to dead load

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

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

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

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MORE MCQ ON Structural Analysis

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