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
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel
None of these
Stress in concrete × area of concrete + Stress in steel × area of steel
Stress in concrete × area of concrete

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