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Structural Analysis

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

3
6
4
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 diameter of the top
The diameter of the base
The dimension of the base
The reduced diameter of the column

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

None of these
displacements
displacements and forces
force

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

0
3/4
1/2
1

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

6
7
9
8

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

4
9
6
3

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