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Structural Analysis

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

11 times
13 times
10 times
12 times

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

1
2
3
6

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Structural Analysis
The three moments equation is applicable only when

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

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

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

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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)

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

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