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 | 0.24 | 25.9 | 13.15 | 3.4 | 5.3 |
600.0 | 78 | 6.0 | 38.5 | 64.2 | 185 | 726 | |
CMT600-7 | 23.62 | 3.11 | 0.28 | 29.9 | 15.20 | 3.9 | 6.0 |
600.0 | 79 | 7.0 | 44.5 | 74.2 | 208 | 821 | |
CMT600-8 | 23.62 | 3.15 | 0.31 | 33.6 | 17.06 | 4.4 | 6.9 |
600.0 | 80 | 8.0 | 50.0 | 83.3 | 237 | 947 | |
CMT600-9 | 23.62 | 3.19 | 0.354 | 38.4 | 19.5 | 4.9 | 7.7 |
600.0 | 81 | 9.0 | 57.2 | 95.2 | 262 | 1,058 |