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Theory of Structures

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

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

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

80 N/mm²
100 N/mm 2
120 N/mm²
150 N/mm²

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/2
1/4
1/8

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
4p/a²
3p/a²
p/a²

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

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

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Theory of Structures
Stress may be defined as

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

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