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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/12
1/10
1/8

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars
three parallel bars
Three bars intersecting at a point

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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

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

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.10 to 1.20
1.40 to 1.50
1.20 to 1.30

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

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

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Stiffness
Proof stress

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