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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm
6 cm to 7.5 cm

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
10
15
20

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
12d
4d
8d

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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
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
12 mm
11 mm
10 mm

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

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

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