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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit area
Force per unit length
None of these

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/2
1/4
1

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

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

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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

4.25 cm
3.00 cm
3.50 cm
2.75 cm

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

t tensile
6.25 t compressive
t compressive
8.75 t tensile

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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

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

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