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Theory of Structures

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

Method of sections
Method of joints
All of these
Graphical method

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/2
1/8
1/4
1/3

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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
150 N/mm²
80 N/mm²
120 N/mm²

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

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

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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

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

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Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa²/2l
wa/2l

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