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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
20
25
35

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Coincides the geometrical centre of the beam
Remains within the flange
Remains below the slab

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter
Smaller of 25 mm or diameter

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
38 cm
40 cm
39 cm

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
5 kg/cm²
20 kg/cm²
15 kg/cm²

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