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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

1/2 EI
1/EI
1/4 EI
2/EI

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

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

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
is increased
remains unchanged
becomes zero

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Structural Analysis
The three moments equation is applicable only when

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

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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)

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

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

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