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SZ-222,SZ-24,SZ-25,SZ-27 Heavyweight Steel Sheet Piling

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Heavy steel sheet piles are produced by Shoreline steel in SZ-222 SZ-24. Ladders, staircases, or ramps should be set up at an altitude of 19 "or higher. The top and bottom of the ladder, staircase and platform should have unimpeded passages and no fragments. The prefabricated modular walls are made up of steel sheet piling prices walls described in SZ-222. In addition, this type of wall can be made up of precast reinforced concrete members, which are placed or stacked to form a series of SZ-24 shaped modules along the length of the wall, and the top of the "T" form the surface of the wall.


Conventional construction methods use heavyweight objects to hold back the soil, such as concrete cribs and steel sheet piles. These conventional earth retention structures are cumbersome and require multiple components to overcome the passive earth pressures and resist erosion due to stormwater runoff. However, this costly and time-consuming process is not applicable in all scenarios; a more versatile and lower environmental impact solution is required.


Heavy cold forming sheet pile SZ-25 SZ-27 is provided by Piling and equipment. The initial failure of the masonry block unit (MBU) wall. • the MBU wall is 40% lower than that of the equivalent reinforced concrete wall, but the torque capacity is reduced by 75%. This type of wall is similar to the crib wall, except that each cell is three sides, and it is open on the back surface of the pressure surface used for external stability analysis. The manufacture of the ladder must be rated for extra heavy duty. The Contractor shall provide a ladder that is safe and consistent with all applicable regulations and SZ-25 standards. If the wall is retrained through safety anchor or back wiring, the surface friction on the back of the wall will suddenly increase by 30% of the lateral load, and the excessive strain of the anchor or cable will cause failure. The prefabricated modular SZ-27 wall dimensions need external design for three layers of walls.


SectionDimensionsMassMoment of inertiaModulus of section


WidthHeightThicknessPileWall


wht/s




InInInLbs/ftLbs/ft2In4/ftIn3/ft
SZ-10227.50.16416.69.427.47.3
SZ-11227.50.17918.210.329.87.9
SZ-12227.50.20921.212.034.89.2
SZ-14227.50.23924.413.539.910.4
SZ-15227.50.25025.514.041.710.9
SZ-14.526.759.460.25032.414.561.4913.0
SZ-14.5RU26.759.460.27035.115.766.4014.0
SZ-1826.759.460.31240.418.176.8316.2
SZ-2026.759.460.34044.119.883.3717.5
SZ-2126.759.460.35045.320.386.0018.1
SZ-2226.759.460.37548.621.891.9219.3
SZ-25024.510.750.25032.415.989.4216.6
SZ-31324.510.750.31240.419.9111.5320.6
SZ-34024.510.750.34044.121.5121.4522.4
SZ-35024.510.750.35045.322.1124.6222.9
SZ-37524.510.750.37548.623.5133.3524.5
SZ-2222212.250.31240.426.7163.0926.7
SZ-242212.250.34044.129.0177.5229.0
SZ-252212.250.35045.329.7181.1929.7
SZ-272212.250.37548.632.0195.1832.0


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