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 60.4 47.4 2380 225 6.28 0.76
Per D 120.9 94.9 13940 895 10.74 1.51
Per T 181.3 142.3 19390 1050 10.34 2.26
Per m of wall 100.7 79.1 11620 745 10.74 1.26

*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"