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Theory of Structures

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Guest or Trecas
Von Mises
St. Venant

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit area
Force per unit volume
None of these

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1
1/2
1/4

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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,

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

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

30 N
35 N
40 N
25 N

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Theory of Structures
Flat spiral springs

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

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