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Structural Analysis

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

3
5
4
6

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

1
2
6
3

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

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

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

m + r + 3j
m + r – 3j
m + r – 2j
3m + r – 3j

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

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Structural Analysis
If the main reinforcement of the slab is parallel to a T-beam, the transverse reinforcement at mid span of the slab is provided at least __________ of main reinforcement.

40 %
70 %
50 %
60 %

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