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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
250 kg/cm²
150 kg/cm²

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
200 KN/mm²
150 KN/mm²
275 KN/mm²

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/P
WL/4P
WL/3P
WL/2P

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
25
35

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
36 mm diameter
30 mm diameter

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

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

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