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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1
1.5
1.25

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Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis
Depth of the section
Maximum tensile stress at the section
Maximum compressive stress at the section

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape partially on removal of the load
It regains its original shape on removal of the load
It does not regain its original shape at all
None of these

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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

W²L/2AE
WL/2AE
WL/AE
W²L/AE

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

150/EIc
100/EIc
200/EIc
50/EIc

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