Table 1 Design of the RC Columns
From: Experimental and Numerical Study on the Behavior of RC Members under Combined Loads
Dimension [mm] | Length [mm] | Concrete cover [mm] | Concrete [MPa] | Longitudinal rebar [mm] | Transverse stirrup [mm] | Rebar ratio [%] |
|---|---|---|---|---|---|---|
300 × 300 | 2400 | 40 | 24 | 19 | 10 | 1.53 |