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RCC Structures Design

RCC Structures Design
A foundation rests on

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

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

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Equal to 6
Not less than 6
Less than 6

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Five times
Four times
Three times

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