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RCC Structures Design

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

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

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.18 %
0.12 %
0.10 %

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p
8hl/p²
8hp/l

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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
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal tension
Horizontal shear
Diagonal compression

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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

40 cm
39 cm
37 cm
38 cm

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