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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

2.5
3.5
4.5
5.5

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.67 fy
0.37 fy
0.57 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both compressive
compressive and tensile
both tensile
tensile and compressive

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

shear and torsion
bending moment, shear and torsion
bending moment and torsion
bending moment and shear

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Concrete Technology and Design of Concrete Structures
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

34 liters
32 liters
28 liters
30 liters

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

60%
70%
50%
40%

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