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Structural Analysis

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

4
5
3
6

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and increase
increase and decrease
decrease and decrease
increase and increase

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

Sum of (a) and (b)
None of these
1.4 times the minimum overturning moment due to dead load
1.2 times the minimum overturning moment due to dead load

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

influence coefficient
stiffness
flexibility
unit strain

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

6
4
9
3

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

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