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RCC Structures Design

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
200 kg/cm²
300 kg/cm²

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
High carbon steel
Stainless

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
The slab is continuous over two supports

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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
Less than 2.5
Less than 2
2

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm
200 cm
100 cm
150 cm

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
Capital
Drop panel
None of these

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