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THEORY OF STRUCTURES

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
100 N/mm 2
150 N/mm²

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is free
One end is fixed and other end is hinged
Both the ends are hinged
Both the ends are fixed

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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

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

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

4/7
2/7
3/7
1/7

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

All of these
Graphical method
Method of joints
Method of sections

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