Sectional area (cm2) Mass per m (kg/m) Moment of inertia (cm4) Elastic section modulus (cm3) Radius of gyration (cm) Coating area* (m2/m)
Per S 90.5 71.0 4 830 400 7.30 0.80
Per D 181.0 142.1 27 190 1 510 12.26 1.59
Per T 271.5 213.1 37 860 1 780 11.81 2.38
Per m of wall 150.8 118.4 22 660 1 260 12.26 1.32

*One side, excluding inside of interlocks. 

S = Single Pile: considered neutral axis y'-y' | Download Autocad DWG or DXF file. 

D = Double pile: considered neutral axis y-y | Download Autocad DWG or DXF file. 

T = Triple pile: considered neutral axis y"-y"