*One side, excluding inside of interlocks. S = Single Pile
Sectional area (cm2) | Mass per m (kg/m) | Moment of inertia (cm4) | Section modulus (cm3) | Radius of gyration (cm) | Coating area* (m2/m) | |
---|---|---|---|---|---|---|
Per S | 76.9 | 60.4 | 9695 | 646 | 11.2 | 1.16 |
Per m of wall | 95.7 | 75.1 | 12059 | 803 | 11.2 | 1.44 |