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RCC Structures Design

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

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

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

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

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

30
56
50
40

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2500 kg/m³
2300 kg/m³
2200 kg/m³

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
2
Less than 2
Less than 2.5

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
120 cm
75 cm
50 cm

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