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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Square
Circular
Octagonal

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

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

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

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

30 cm
20 cm
25 cm
35 cm

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 25 mm or diameter
Greater of 40 mm or diameter

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers in the flight
Risers minus one
Risers plus one

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