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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j + r
j – 2r
2j – r
3j – r

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

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

9
6
7
8

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

5
3
4
6

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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

zero length
infinite length
zero moment of inertia
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)

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

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