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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Straight line
Circle
Parabola
Hyperbola

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

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

2
½
1
1½

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

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

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

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

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

(3/2)K (1 – 2/m) = N (1 + 1/m)
E = 3K (1 – 2/m)
All of these
E = 2N (1 + 1/m)

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