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RCC Structures Design

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

30 cm
75 cm
40 cm
20 cm

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

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
50 %
40 %
20 %

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel will yield first
Steel provided is insufficient
Steel is provided at the underside only

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R + T
R - T
T - R

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RCC Structures Design
On piles, the drop must be at least

120 cm
123 cm
124 cm
80 cm

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