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Structural Analysis

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

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

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.5 L
0.234 L
0.25 L
0.211 L

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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
Unstable
Stable and statically indeterminate
None of these

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Horizontal direction
Vertical direction
Inclined direction
The direction in which the deflection is required

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is

(ii) and (iii)
only (i)
(i)and(ii)
(i), (ii) and (iii)

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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

1
zero
less than 1
greater than 1

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MORE MCQ ON Structural Analysis

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