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Theory of Structures

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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The outer most fibre of the section
The inner most fibre of the section

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1½ : 2
2 : 1½ : 1
1 : 1 : 2
None of these

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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

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

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
All of these
Its number of coils will increase
It is subjected to pure bending

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Straight line
Circle
Parabola

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