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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

20 cm
40 cm
30 cm
75 cm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
22 mm
12 mm
6 mm

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel
High strength concrete only

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

10 cm
20 cm
15 cm
5 cm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Supports
Every section
Quarter span

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Six times
Three times

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