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

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

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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

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

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Structural Analysis
The three moments equation is applicable only when

There is no settlement of supports
There is no discontinuity such as hinges within the span
The spans are equal
The beam is prismatic

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

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

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