Beam | Column | |
---|---|---|
Cross-sections | 150 × 100 mm2 (height to width) | 200 × 200 mm2 |
The transverse reinforcement | 2-leg Φ4 | 4-legΦ 4 |
distance of stirrups | 30 mm at both end zones | 33 mm at the base of the ground-floor columns and 50 mm everywhere else |
The longitudinal rebars | 4Φ8 | 12 Φ8 |