Structural Design ( RCC )

31) Yield line theory results in

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Upper bound solution

32) Deep beams are designed for

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Bending moment only

33) Loss of stress with time at constant strain in steel is called

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Relaxation

34) The side face reinforcement, if required in a T-beam will be

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0.1% of the web area

35) The purpose of lateral ties in short RC columns is to

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Avoid buckling of longitudinal bars.

36) Shape of idealized stress-strain curve for concrete as prescribed by IS : 456—1978 is

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rectangular-parabolic

37) The compressive strength of c determined from 150 mm x 150 cylinders as compared to that dete from 150 mm cubes is

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More

38) The compressive strength of concrete determined from 150 mm x 150 mm cylinder as compared to that determined 150mm X 300mm cylinders is

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More

39) For a given degree of hydration, of increasing water-cement concrete

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Is to increase permeability

40) For a given water-cement ratio in concrete, with passage of time, the permeability

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Decreases

Subject Notes

→ Hydraulics → Structural Design-RCC → Irrigation Engineering → Highway Engineering → Engineering Survey → Water supply & sanitary → Soil Mechanics → Mechanics and structure → Construction Management → Building Construction → Estimating and Costing → Engineering Drawing → Building Material → Airport Engineering

Objective Box

→ Airport Engineering → Building Construction → Construction Management → Construction Materials → Engineering Drawing → Engineering Survey → Estimating and Costing → Highway Engineering → Fluid & Hydraulics → Soil Mechanics → Structural Design - RCC → Water Supply and Sanitary → Irrigation Engineering → Mechanics and Structure → Civil MCQ Set 1 → Civil MCQ Set 2 → Civil MCQ Set 3 → Civil MCQ Set 4

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