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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

S.F. is zero
M. changes sign
M. is maximum
M. is minimum

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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:

5.5 mm
4.5 mm
5.0 mm
4.0 mm

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

750 N/m²
75 N/m²
7500 N/m²
75000 N/m²

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Composite beam gets subjected to a couple
Steel experiences tensile force
Brass experiences compressive force
All of these

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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
Von Mises' theory
Rankine's theory
St. Venant's theory

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (1 + f/ G)]/ A
[W (2 + g/f)]/A
[W (2 + f/G)]/A

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