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Theory of Structures

Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
t compressive
t tensile
8.75 t tensile

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

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

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.00 cm
4.25 cm
2.75 cm
3.50 cm

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

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

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD²/6
BD³/12
BD³/6

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b 1/M
Width b 3 M
Width b M

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