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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/25th of span
1/30th of span
1/15th of span

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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

Quarter span
Mid span
Every section
Supports

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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
15 cm
5 cm
20 cm

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p²
8hp/l
8hl/p

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
10 mm
20 mm

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RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Equal to its width
One-fourth of its width
Three-fourth of its width

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