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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
2T/M
2M/ T
T/M

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Composite beams
Compound beams
Indeterminate beams

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
4W²D3n/d4N
8WD3n/d4N
2WD3n/d4N

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
All of these
Consist of uniform thin strips
Are wound by applying a torque

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
2 L
l
L/2

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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

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

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