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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
75 kg/m³
150 kg/m²
Nil

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-half lever arm of the section
One and half lever arm of the section
One-third lever arm of the section

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.25
0.5
0.75

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
40 cm
75 cm
30 cm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout
Decreased gradually towards the edge

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RCC Structures Design
A foundation rests on

Sub-grade
Base of the foundation
Both B and C
Foundation soil

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