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Structural Analysis

Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

6
9
8
7

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

6
9
4
3

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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
15 kN.m
8 kN.m

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Always be compression
Change from compression to tension
Change from tension to compression
Always be tension

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

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

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

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MORE MCQ ON Structural Analysis

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