| Section | Dimensions | sectional area | Mass | Moment of inertia | Modulus of Section | |||
| Width | Height | Thickness | Per pile | Wall | ||||
| W | H | t | ||||||
| mm | mm | mm | cm2/m | kg/m | kg/m2 | cm4/m | cm3/m | |
| PU 600 × 215 | 600 | 215.0 | 14.0 | 114.0 | 89.5 | 149.2 | 50376 | 2343 |
| PU 600 × 218 | 600 | 217.5 | 13.9 | 120.3 | 92.2 | 153.7 | 52420 | 2410 |
| PU 600 × 218 | 600 | 217.7 | 13.8 | 116.2 | 91.2 | 152.0 | 52763 | 2424 |
| PU 600 × 218 | 600 | 218.0 | 14.4 | 119.8 | 94.0 | 156.7 | 54771 | 2512 |
| PU 600 × 218 | 600 | 218.5 | 15.4 | 126.0 | 98.9 | 164.8 | 58118 | 2660 |
| PU 600 × 226 | 600 | 225.5 | 18.0 | 139.0 | 109.1 | 181.9 | 69300 | 3073 |
| PU 600 × 226 | 600 | 226.0 | 19.0 | 145.0 | 114.0 | 190.0 | 72320 | 3200 |
| PU 600 × 226 | 600 | 226.4 | 19.8 | 150.0 | 117.7 | 196.2 | 75618 | 3340 |
| PU 600 × 228 | 600 | 227.6 | 14.5 | 123.5 | 96.9 | 161.6 | 61468 | 2701 |
| PU 600 × 228 | 600 | 228 | 15.8 | 123.7 | 97.1 | 161.8 | 61560 | 2700 |
| PU 600 × 228 | 600 | 228.0 | 15.3 | 128.4 | 100.8 | 168.0 | 64375 | 2823 |
| PU 600 × 228 | 600 | 228.5 | 16.3 | 134.6 | 105.7 | 176.1 | 68010 | 2976 |
| PU 700 × 200 | 700 | 200 | 9.0 | 84 | 65.1 | 93 | 23000 | 1150 |
| PU 700 × 200 | 700 | 200 | 10.0 | 96.3 | 75.6 | 108 | 26800 | 1340 |
| PU 700 × 220 | 700 | 220 | 9.7 | 98.6 | 77.4 | 110.6 | 33770 | 1535 |
| PU 750 × 205a | 750 | 204 | 10.0 | 99.2 | 77.9 | 103.8 | 28710 | 1410 |
| PU 750 × 205b | 750 | 205.5 | 11.5 | 109.9 | 86.3 | 115.0 | 32850 | 1600 |
| PU 750 × 205c | 750 | 206 | 12.0 | 113.4 | 89.0 | 118.7 | 34270 | 1665 |
| PU 750 × 220a | 750 | 220.5 | 10.5 | 112.7 | 88.5 | 118.0 | 39300 | 1780 |
| PU 750 × 220b | 750 | 222 | 12.0 | 123.4 | 96.9 | 129.2 | 44440 | 2000 |
| PU 750 × 220c | 750 | 222.5 | 12.5 | 127.0 | 99.7 | 132.9 | 46180 | 2075 |
| PU 750 × 225a | 750 | 223.5 | 13.0 | 130.1 | 102.1 | 136.1 | 50700 | 2270 |
| PU 750 × 225b | 750 | 225.0 | 14.6 | 140.6 | 110.4 | 147.2 | 56301 | 2502 |
| PU 750 × 225c | 750 | 225.5 | 15.0 | 144.2 | 113.2 | 150.9 | 58140 | 2580 |
PU sheet pile This method, where each sheet pile is driven to full depth before pitching the next one, is the simplest way of driving but is encouraged only for loose soils and short piles. Hot rolled steel sheet pile The free leading interlock is constantly in danger of deviation. For dense sands and stiff cohesive soils or in the case of possible obstructions.
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