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Home » News » Industry knowledge » Z55,Z60,Z65,Z70,Z75 Z Series sheet piling

Z55,Z60,Z65,Z70,Z75 Z Series sheet piling

Publish Time: 2018-03-17     Origin: Z55,Z60,Z65,Z70,Z75 Z Series sheet piling

Z series of sheet piles are applied to Z55 Z60 Z70 Z75 and other popular Z65 profiles. 3 inch (or 2 * 6) wood is used for a single slide prevention ladder with a length of 16 to 30 feet sheet piles cost. The skid safety factor Z60 should be divided by summing the resistance of the wall parallel to the wall and by the sum of the driving force on the wall parallel to the wall bottom. If you have some, be sure to pay the owner's premium. The landslide complex in the Z55 state of stress can be divided into three parts: 2 x 4 side wood applied in double wedge Z75 ladder and intermediate track, up to 12 feet long.Z65 resistance is usually in the bottom of the wall normal force multiplied by the sliding resistance coefficient and force due to component Z70 produced by the weight of the wall and any additional load on the wall in parallel to the wall at the bottom. This is the favorite way of everyone. It is much cheaper than other supporting systems. The length of.6 made from 6 inches of timber should be 12 to 24 feet of double-layer splint ladder.


Cold formed plate piles are used on the Z 55 and Z 60 guideway between the Z55 Z75 wedge Z 65. The normal force acting on the bottom of the wall is acted by the force component and any additional cost caused by the weight of the wall, acting on the load on the Z 55 wall perpendicular to the bottom of the wall, plus the lateral pressure designed on the surface of Z 60 on the pressure surface perpendicular to the base of the Z 65 wall. The sliding resistance coefficient for determining the friction resistance of Z 70 at the bottom of the wall should be shown as follows. Anything more than 4 feet can hardly be supported by calculation. Z 75 antiskid nails are fixed to each guide with a common wire nail or other equivalent strength fasteners.



Section Dimensions Sectional Area Mass Moment of inertia Modulus of section


Width Height Thickness Pile Wall



w h t/s





In mm In mm In mm In2 cm2 Lbs/ft kg/m Lbs/ft2 kg/m2 In4/ft cm4/m In3/ft cm3/m
Z55 24.0 8.64 0.217 7.57 25.8 12.9 49.7 11.4
610 219 5.50 48.8 38.4 63.0 6790 613
Z60 24.0 8.66 0.236 8.26 28.2 14.1 54.2 12.4
610 220 6.00 53.3 42.0 68.8 7400 667
Z65 24.0 8.68 0.256 8.95 30.6 15.3 58.7 13.4
610 220 6.50 57.7 45.5 74.7 8010 720
Z70 24.0 8.7 0.276 9.64 33.0 16.5 63.2 14.4
610 221 7.00 62.2 49.1 80.6 8630 774
Z75 24.0 8.72 0.295 10.3 35.2 17.6 67.7 15.6
610 221 7.50 66.5 52.4 85.9 9250 839


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