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Structural Analysis

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

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

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

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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)

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

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

None of these
Never occurs under a wheel load
Always occurs at centre of span
Always occurs under a wheel load

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.20 Wl
0.24 Wl
0.25 Wl
0.16 Wl

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

5
3
4
6

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MORE MCQ ON Structural Analysis

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