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Structural Analysis

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

9
8
6
7

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

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

In statically determinate structures only
For beams and frames only
For any type of structure
At the point under the load only

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

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

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

Internal forces only
External forces only
Internal as well as external forces
None of these

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Structural Analysis
The three moments equation is applicable only when

The spans are equal
The beam is prismatic
There is no settlement of supports
There is no discontinuity such as hinges within the span

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