Table 3 Design axial load of RC pier
f’c (ksi) (MPa) | fy (ksi) (MPa) | Ag (sq-in) (sq-cm) | Ast (sq-in) (sq-cm) | Anet (sq-in) (sq-cm) | Acore,net (sq.in) (sq-cm) |
|---|---|---|---|---|---|
3 (20.68) | 60 (413.68) | 346.361 (2234.58) | 4.74 (30.58) | 341.621 (2204.00) | 341.621 (2204.00) |
f’c (ksi) (MPa) | fy (ksi) (MPa) | Ag (sq-in) (sq-cm) | Ast (sq-in) (sq-cm) | Anet (sq-in) (sq-cm) | Acore,net (sq.in) (sq-cm) |
|---|---|---|---|---|---|
3 (20.68) | 60 (413.68) | 346.361 (2234.58) | 4.74 (30.58) | 341.621 (2204.00) | 341.621 (2204.00) |