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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/2l
wa²/2l
wa/l

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
l
2 L
L/2

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Perry
Rankine
Parabolic formula
Straight line formula

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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

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

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

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

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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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