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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
25 mm
20 mm
15 mm

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

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

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
T - R
R + T
√(R² + T²)

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/25th of span
1/15th of span

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Increased at the ends
Increased at the centre of the beam
Decreased towards the centre of the beam

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Fixed end
Mid span and fixed support
Mid span

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