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Structural Analysis

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/EI
L/3EI
L/4EI
L/2EI

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

6
3
4
5

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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
None of these
Stable and statically indeterminate
Unstable

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

zero
less than 1
1
greater than 1

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

3/4
0
1
1/2

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

deflection
slope
bending moment
curvature

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