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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.7
1.3
1.2
1.5

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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
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
It does not regain its original shape at all
It regains its original shape partially on removal of the load
None of these

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.5
1.4
1.7
1.6

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI/2
WI²/12
WI²/4

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
3 mm
5 mm
4 mm

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