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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm
6 cm to 7.5 cm

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
All listed here
L/32 for end panels without drops
L/36 for end panels without drops

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
7% of wall weight
10% of wall weight
12% of wall weight

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

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

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
One-fourth the distance of projection
0.1 L from the outer edge of column
Half the distance of projection

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
5 kg/cm²
15 kg/cm²

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