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Theory of Structures

Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
None of these
At one quarter span
Anywhere in the rib

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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°
90°
45°
60°

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

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

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof load
Proof resilience
Stiffness
Proof stress

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1 cm
1.5 cm
2.5 cm
2 cm

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

Proof load
Proof resilience
Proof stress
Stiffness

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