RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
200 cm
100 cm
50 cm

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RCC Structures Design
For a ribbed slab

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

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