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Structural Analysis

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

5
6
4
3

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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

0.234 L
0.25 L
0.211 L
0.5 L

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

5
6
3
4

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

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

bending moment
slope
deflection
curvature

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.5 mm
0.05 mm
5 mm
0.005mm

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