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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/4EI
L/3EI
L/EI

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

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

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Always be compression
Change from tension to compression
Always be tension
Change from compression to tension

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

None of these
Unstable
Stable and statically indeterminate
Stable and statically determinate

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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
0.005mm
0.05 mm
5 mm

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Structural Analysis
Which of the following is not the displacement method?

Equilibrium method
Kani's method
Column analogy method
Moment distribution method

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