Using 2 legged vertical stirrups of 8 mm diameter of Fe 415, Calculate the spacing of stirrups to be provided to resist the shear force of 58 kN for the beam size of 300 mm × 600 mm with a cover of 50 mm. (Use limit state method)
1
344 mm
2
395 mm
3
300 mm
4
350 mm
5
420 mm