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Theory of Structures

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

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

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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

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

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
2L
L
L

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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
100 N/mm 2
80 N/mm²
120 N/mm²

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Von Mises
Rankine
St. Venant
Guest or Trecas

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

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

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