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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Yield ratio
Poisson’s ratio
Hooke’s ratio

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

8/5
2/3
3/2
5/8

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
l
L
L/2

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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

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

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof load
Proof stress
Proof resilience

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

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

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