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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
14 mm
10 mm
12 mm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25
15
10
20

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity downward
Straight below centroidal axis
Parabolic with convexity upward
Straight above centroidal axis

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.5 m
4.1 m
4.0 m

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
400 kg/cm²
300 kg/cm²
100 kg/cm²

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