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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
2L
L/2
L

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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

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

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Ellipse
Circle

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
3F/2A
F/A
F/2A

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

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

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

250 mm
300 mm
200 mm
400 mm

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