Profile : GU 23N | ArcelorMittal

	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	115.2	90.4	9020	555	8.85	0.90
Per D	230.4	180.9	63010	2800	16.54	1.79
Per T	345.6	271.3	87020	3205	15.87	2.68
Per m of wall	192.0	150.7	52510	2335	16.54	1.49

*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"