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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
3 m
6 m

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

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

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)

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

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

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.0775 a
D = 0.775 a
D = 0.775 a²

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