Section | Width | Height | Thickness | Weight | Section Modulus Elastic | Moment of Inertia | |
| (w) | (h) | (t) | Pile | Wall | |||
| in | in | in | lb/ft | lb/ft² | in³/ft | in⁴/ft | |
| (mm) | (mm) | (mm) | (kg/m) | (kg/m²) | (cm³/m) | (cm⁴/m) | |
CMT600-6 | 23.62 | 3.07 | 0.23 | 23.3 | 12.70 | 3.4 | 5.3 |
| 600.0 | 78 | 6.0 | 37.5 | 62.0 | 184 | 722 | |
CMT600-7 | 23.62 | 3.11 | 0.28 | 27.7 | 15.18 | 4.3 | 6.1 |
| 600.0 | 79 | 7.0 | 44.5 | 74.1 | 232 | 835 | |
CMT600-8 | 23.62 | 3.15 | 0.32 | 31.1 | 17.00 | 4.4 | 7.0 |
| 600.0 | 80 | 8.0 | 50.0 | 83.0 | 237 | 955 | |
CMT600-9 | 23.62 | 3.18 | 0.350 | 34.5 | 18.94 | 4.9 | 7.8 |
| 600.0 | 81 | 9.0 | 55.5 | 92.5 | 263 | 1,072 | |
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