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Theory of Structures

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL3/2EI
WL²/2EI
WL²/3EI

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
2
1
4

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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

60°
45°
30°
90°

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Guest's or Trecas' theory
Rankine's theory
St. Venant's theory
Haig's theory

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/min
/30 Newton metres/sec
/60 Newton metres/min
/60 Newton metres/sec

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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

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

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