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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
20 mm
15 mm
25 mm

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib
All of the listed here

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RCC Structures Design
A pre-stressed concrete member

Is stressed after casting
Possesses internal stresses
Is made of concrete
Is made of reinforced concrete

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only
High strength concrete only

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
8 cm to 10 cm
12 cm to 15 cm
3 cm to 5 cm

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