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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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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

ωl²/8h
ωl²/4h
ωl²/12h
ωl²/16h

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2.5 cm
1 cm
2 cm

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Guest's or Trecas' theory
St. Venant's theory
Rankine's theory
Haig's theory

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

St. Venant's theory
Von Mises' theory
Guest's or Trecas' theory
Rankine's theory

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