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Structural Analysis

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

4
3
6
5

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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 formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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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)

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

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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)
None of these
1.4 times the minimum overturning moment due to dead load

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Structural Analysis
The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)

6m + r – 6j
m + r – 2j
m + r – 3j
3m + r – 3j

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

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

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