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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. changes sign
S.F. is zero
M. is minimum
M. is maximum

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure
All of these
Is directly proportional to the volume

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.40 to 1.50
1.10 to 1.20
1.20 to 1.30

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
W²L/AE
W²L/2AE
WL/2AE

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
None of these
Product of moment of inertia is zero
Difference of moment inertia is zero

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
L/d
(L/2d)²
L/2d

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