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Structural Analysis

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

5
4
6
3

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Becomes zero
Is decreased
Remains unchanged
Is increased

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

unit strain
influence coefficient
flexibility
stiffness

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + r) = 3j
(3m + r) = 3j
(m + r) = 2j
(m + 3r) = 3j

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from tension to compression
Always be tension
Always be compression
Change from compression to tension

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

5
4
3
6

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