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Structural Analysis

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

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

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

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

3
6
1
2

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

increase and increase
decrease and decrease
increase and decrease
decrease and increase

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

2j-r
3j-r
j-2r
j-3r

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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
-4 mm to +4 mm
-5 mm to +5 mm

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