An arrangement of U-sheet piles forming a jagged wall offers economic solutions where high inertia and section modulus are needed. The final choice of section has to include drivability criteria. The statical values given below assume the solidarisation of the driving element, i.e. double pile. The OMEGA 18 section is normally Cold Rolled Trench Sheets & Light Sheet Piles; U-Type Sheet Piles; Z-Type Sheet Piles; Arcelor U-Type Sheet Piles; Arcelor Z-Type Sheet Piles; Hoesch U-Type Sheet Piles; Hoesch Z-Type Sheet Piles; Sheet Pile Connection Profiles; Trench Struts; Tie Rods by Continuous Threaded Bars; ABI Add-On Vibrators; Hydraulic Vibrators for Sheet Piling; Wide ... Single Pile Per m of Wall Width Height Thickness Mass *Coating Mass Area of Inertia Elastic Modulus *Coating Area Area b h t s G M A I x W x mm mm mm mm kg/m m 2/m kg/m2 cm2/m cm4/m cm3/m m /m Hot Rolled Z-Type Sheet Piles Made in the United Arab Emirates ESZ 26-700 FAMILY

Single Pile Per m of Wall Width Height Thickness Mass *Coating Mass Area of Inertia Elastic Modulus *Coating Area Area b h t s G M A I x W x mm mm mm mm kg/m m 2/m kg/m2 cm2/m cm4/m cm3/m m /m Hot Rolled Z-Type Sheet Piles Made in the United Arab Emirates ESZ 26-700 FAMILY