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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

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

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

Guest's or Trecas' theory
Rankine's theory
Von Mises' theory
St. Venant's theory

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
2.5
1.25
1

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

B.M. will be zero throughout
All of these
S.F. will be zero throughout
Horizontal thrust is wl2/8h

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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

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

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
11
15
16

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