A RCC member of total width 250 mm and effective depth 450 mm is reinforced with Fe 415 bars. If there is a factored shear force of 200 kN and bending moment of 50 kN-m and there is compression confinement the maximum diameter of bars required considering anchorage as 400 mm is
Consider M20, τbd = 1.2 MPa
1
8 mm
2
15 mm
3
10 mm
4
12 mm