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

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

13 times
12 times
11 times
10 times

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

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

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

3
4
5
6

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.25 Wl
0.16 Wl
0.24 Wl
0.20 Wl

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

4
6
3
5

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