Section Dimensions Mass Moment
of inertia Modulus
of section Width Height Thickness Per pile Wall b h t s         mm mm mm mm kg/m kg/m² cm⁴/m cm³/m PU 6 600 226 7.5 6.4 45.6 76 6780 600 PU 7 600 226 8.5 7.1 49.9 83.1 7570 670 PU 8 600 280 8.0 8.0 54.5 90.9 11620 830 PU 9 600 280 9.0 8.7 58.8 98.0 12830 915 PU 11 600 360 8.8 8.4 61.8 103.0 19760 1095 PU 16 600 380 12.0 9.0 74.7 124.0 30400 1600 PU 20 600 430 12.4 10.0 84.3 140.5 43000 2000 PU 25 600 452 14.2 10.0 93.6 156.0 56490 2500 L2S 500 340 12.3 9 69.7 139.4 27200 1600 L3S 500 400 14.1 10 78.9 157.8 40010 2000 L4S 500 440 15.5 10 86.2 172.0 55010 2500 L5S 500 450 20.6 11.5 106.0 212.0 72000 3200 JSP2 400 200 10.5 0 48 120.0 8740 874 JSP3 400 250 13.0 0 60.0 150.0 16800 1340 JSP4 400 170 15.5 0 76.1 190.0 38600 2270 GU12-500 500 340 9 8.5 56.6 113.2 19640 1155 GU13-500 500 340 10.0 9.0 60.8 121.7 21390 1260 GU15-500 500 340 12.0 10.0 69.3 138.6 24810 1460 PU6R 600 280 6.0 6.0 42.2 70.0 8940 640 PU7R 600 280 6.5 6.3 44.3 74.0 9580 685 PU8R 600 280 7.5 6.9 48.7 81.0 10830 775 PU9R 600 360 7.0 6.4 49.5 82.0 16930 940 PU10R 600 360 8.0 7.0 53.8 90.0 18960 1055 PU11R 600 360 9.0 7.6 58.1 97.0 20960 1165 PU13R 675 400 10.0 7.4 65.6 97.0 25690 1285 PU14R 675 400 11.0 8.0 70.5 104.0 28000 1400 PU15R 675 400 12.0 8.6 75.4 112.0 30290 1515

Hot rolled sheet pile PU7 PU9 and PU11 are possible to excavate using large power shovels instead of less efficient methods, such as using clamshells and hand excavation. Sheet piling PU16 and PU20 models hydrostatic pore water pressures by defining the hydrostatic pressure at a point as proportional to its depth below the water level. This allows freer movement within the excavation.Use the dialog box to modify the unit weight of water, if required.

The higher initial PU 7 PU 9 piling sheets of the PU 11 tieback system are PU 16 justified by the PU 20 economies of an unobstructed excavation. If a total PU7 pore pressure distribution other than this PU9 triangular, hydrostatic, distribution is required then the user PU11 must also input additional pore pressures for each layer The lateral earth pressures exerted against the steel sheet piling may be calculated by any of the accepted PU16 conventional methods using the at-rest coefficient instead of the active coefficients.A water level PU20 will only be active in the stages that are selected using the Stage Composer.