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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1
2
1½

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
wa/27
wa²
w²a

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/18) A
(1/12) A
(1/6) A
(1/3) A

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Guest or Trecas
St. Venant
Rankine
Von Mises

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d 1/M
Depth d M
Depth d 3

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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

ωl²/4h
ωl²/12h
ωl²/8h
ωl²/16h

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