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Structural Analysis

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

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

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

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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

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

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

7
9
8
6

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

12 times
13 times
10 times
11 times

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

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