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Theory of Structures

Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
4.5 mm
5.5 mm
4.0 mm

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

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

3 mm
4 mm
2 mm
5 mm

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Theory of Structures
Flat spiral springs

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

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
None of these
It regains its original shape partially on removal of the load
It does not regain its original shape at all

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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

25 N
35 N
40 N
30 N

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