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Structural Analysis

Structural Analysis
The test strength of the sample is taken as the average of the strength of

5 specimens
4 specimens
3 specimens
2 specimens

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

6
3
4
5

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.211 L
0.234 L
0.25 L
0.5 L

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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

0.24 Wl
0.25 Wl
0.16 Wl
0.20 Wl

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

11 times
13 times
12 times
10 times

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Is increased
Remains unchanged
Is decreased
Becomes zero

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MORE MCQ ON Structural Analysis

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