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 78.9 62.0 2950 265 6.11 0.65
Per D 157.9 123.9 18060 1245 10.70 1.28
Per T 236.8 185.9 25060 1440 10.29 1.92
Per m of wall 197.3 154.9 22580 1560 10.70 1.60

*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"