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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
4D3N/d4n
d4N/8D3n
d4N/4D3n

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

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

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/h
Wa/2h
2h/Wa
2W/ha

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

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

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 2j – 3
j = 2m – 3
m = 3j – 2

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
V = 0
All of these
M = 0

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