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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof stress
Proof resilience
Proof load

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

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars intersecting at a point
Two bars
three parallel bars
Three bars

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 3 M
Width b 1/M
Width b M
Width b M 2

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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
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
45°
60°
90°

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