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Structural Analysis

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

6
9
8
7

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

infinite length
None of these
zero moment of inertia
zero length

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

one linear movement and two rotations
three rotations
three linear movements
two linear movements and one rotation

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

1.2 times the minimum overturning moment due to dead load
Sum of (a) and (b)
1.4 times the minimum overturning moment due to dead load
None of these

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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
Unstable
None of these
Stable and statically determinate

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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

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

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