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Structural Analysis

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

7
8
9
6

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Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/3EI
L/2EI
L/EI
L/4EI

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Structural Analysis
For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

5 mm less than the minimum clear distance between the main bars
Greater of A and B
Smaller of A and B
5 mm less than the minimum cover to the reinforcement

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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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

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

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

4
3
6
5

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