RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

8 cm
12 cm
6 cm
10 cm

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RCC Structures Design
For a ribbed slab

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

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

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

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