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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

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

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

Method of joints
Method of sections
Graphical method
All of these

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4WD²n/d4N
4W²Dn/d4N
4W²D3n²/d4N
4W²D3n/d4N

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d
Depth d M
Depth d 3

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

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

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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

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

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