| Section | Dimensions | sectional area | Mass | Moment of inertia | Modulus of Section | ||||
| Width | Height | Thickness | Per pile | Wall | |||||
| W | H | t | s | ||||||
| mm | mm | mm | cm2/m | kg/m | kg/m2 | cm4/m | cm3/m | ||
| PZ 12-700 | 700 | 312.5 | 8.6 | 8.5 | 86.1 | 67.6 | 96.6 | 18833 | 1205 |
| PZ 12-770 | 770 | 343.5 | 8.6 | 8.5 | 92.72 | 72.8 | 94.5 | 21496 | 1252 |
| PZ 13-700 | 700 | 313.5 | 9.6 | 9.5 | 94.2 | 73.9 | 105.6 | 20494 | 1307 |
| PZ 13-770 | 770 | 344 | 9.1 | 9.0 | 97.1 | 76.2 | 99 | 22433 | 1304 |
| PZ 14-700 | 700 | 314.5 | 10.6 | 10.5 | 102.3 | 80.3 | 114.7 | 22156 | 1409 |
| PZ 14-770 | 770 | 344.5 | 9.6 | 9.5 | 101.45 | 79.6 | 103.4 | 23370 | 1357 |
| PZ 17-700 | 700 | 419.5 | 8.5 | 8.5 | 93.3 | 73.2 | 104.6 | 36304 | 1731 |
| PZ 18-700 | 700 | 420 | 9.0 | 9.0 | 97.7 | 76.7 | 109.5 | 37894 | 1804 |
| PZ 19-700 | 700 | 420.5 | 9.5 | 9.5 | 102.1 | 80.1 | 114.5 | 39485 | 1878 |
| PZ 20-700 | 700 | 421 | 10.0 | 10.0 | 106.5 | 83.6 | 119.4 | 41076 | 1951 |
| PZ 24A-700 | 700 | 439.0 | 11.0 | 11.0 | 121.2 | 95.1 | 135.9 | 53379 | 2432 |
| PZ 24-700 | 700 | 459.2 | 11.3 | 11.2 | 122.06 | 95.8 | 136.9 | 55949 | 2437 |
| PZ 26A-700 | 700 | 440.0 | 12.0 | 12.0 | 130.6 | 102.5 | 146.5 | 57329 | 2606 |
| PZ 26-700 | 700 | 460.2 | 12.3 | 12.2 | 131.18 | 103 | 147.1 | 59843 | 2601 |
| PZ 28A-700 | 700 | 441.0 | 13.0 | 13.0 | 140.0 | 109.9 | 157.0 | 61279 | 2779 |
| PZ 28-700 | 700 | 461.2 | 13.3 | 13.2 | 140.3 | 110.1 | 157.3 | 63740 | 2764 |
| PZ 30-750 | 750 | 510.2 | 13.1 | 11.0 | 139.04 | 109.1 | 155.9 | 77038 | 3020 |
| PZ 32-750 | 750 | 511.2 | 14.1 | 12.0 | 148.9 | 116.9 | 167 | 81993 | 3208 |
| PZ 34-750 | 750 | 512.2 | 15.1 | 13.0 | 158.77 | 124.6 | 178 | 86952 | 3395 |
| PZ 36A-700 | 700 | 499.0 | 17.0 | 11.0 | 150.5 | 118.1 | 168.8 | 89826 | 3600 |
| PZ 36-700 | 700 | 499.2 | 15.1 | 11.2 | 151.27 | 118.7 | 169.6 | 89753 | 3596 |
| PZ 38A-700 | 700 | 500.0 | 18.0 | 12.0 | 160.4 | 125.9 | 179.9 | 95004 | 3800 |
| PZ 38-700 | 700 | 500.2 | 16.1 | 12.2 | 161.16 | 126.5 | 180.7 | 94984 | 3798 |
| PZ 40A-700 | 700 | 501.0 | 19.0 | 13.0 | 170.3 | 133.7 | 191.0 | 100184 | 3999 |
| PZ 40-700 | 700 | 501.2 | 17.1 | 13.2 | 171.06 | 134.3 | 191.8 | 100219 | 3999 |
| PZ 42-700 | 700 | 499.2 | 18.1 | 14.0 | 182.12 | 143 | 204.2 | 105543 | 4228 |
| PZ 44-700 | 700 | 500.2 | 19.1 | 15.0 | 192.02 | 150.7 | 215.3 | 110942 | 4436 |
| PZ 46-700 | 700 | 501.2 | 20.1 | 16.0 | 201.93 | 158.5 | 226.5 | 116159 | 4635 |
| PZ 48-700 | 700 | 503.2 | 22.1 | 15.0 | 202.99 | 159.3 | 227.6 | 120467 | 4788 |
| PZ 50-700 | 700 | 504.2 | 23.1 | 16.0 | 212.41 | 166.7 | 238.2 | 125358 | 4973 |
| PZ 52-700 | 700 | 505.2 | 24.1 | 17.0 | 222.07 | 174.3 | 249 | 130403 | 5162 |
PZ Stahl Spundwand Bei schwierigen Bodenverhältnissen empfiehlt sich die Plattenmontage in Kombination mit versetztem Rammen. Warmgewalzte Spundwand Da Spundwände ihre Stütze aus dem umgebenden Erdreich beziehen, sollte zu Beginn der Planung der Wand eine Untersuchung der Fundamentmaterialien entlang der Wandausrichtung durchgeführt werden.
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