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Structural Analysis

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

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

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Structural Analysis
The deformation of a spring produced by a unit load is called

stiffness
influence coefficient
unit strain
flexibility

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

4
3
9
6

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The diameter of the base
The reduced diameter of the column
The dimension of the base
The diameter of the top

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

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

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + 3r) = 3j
(m + r) = 3j
(3m + r) = 3j
(m + r) = 2j

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