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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

1/EI
2/EI
1/2 EI
1/4 EI

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Structural Analysis
The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)

m + r – 3j
3m + r – 3j
6m + r – 6j
m + r – 2j

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

less than 1
1
zero
greater than 1

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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
11 times
10 times
13 times

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-3 mm to +3 mm
-2 mm to +2 mm
-5 mm to +5 mm
-4 mm to +4 mm

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

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