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RCC Structures Design

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

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

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Fire-resisting and durability
Monolithic character
All listed here

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
35
30
40

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
8 legged
10 legged
12 legged

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

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

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