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Structural Analysis

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

6
4
5
3

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

6
3
5
4

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

8
7
6
9

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Vertical direction
Inclined direction
Horizontal direction
The direction in which the deflection is required

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

(m + r)>2j
None of these
m + r = 2j
(m + r)<2j

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