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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/sec
/60 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/min

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Regains its original shape on removal of the load
Behaves in an elastic manner
Obeys Hooke’s law

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/12h
ωl²/16h
ωl²/8h
ωl²/4h

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/8
1/4
1/3
1/2

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
15
16
11

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