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

20 cm
5 cm
15 cm
10 cm

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RCC Structures Design
For a ribbed slab

All listed here
Clear spacing between ribs shall not be greater than 4.5 cm
Width of the rib shall not be less than 7.5 cm
Overall depth of the slab shall not exceed four times the breadth of the rib

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RCC Structures Design
The self-weight of the footing, is

Both (b) and (c)
Not considered for calculating the area of the footing
Also considered for calculating the upward pressure on footing
Not considered for calculating the upward pressure on footing

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