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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Direction
Point of application
All of these
Magnitude

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/2EI
ML²/2EI
ML/EI

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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

2 mm
4 mm
3 mm
5 mm

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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
Brass experiences compressive force
All of these
Steel experiences tensile force

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

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

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
2L
L
L

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