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Home » Technical Libirary » Industry knowledge » LZ-8,LZ-7,LZ-5,LZ-250 Shoreline Zee Lightweight Sheet Pile

LZ-8,LZ-7,LZ-5,LZ-250 Shoreline Zee Lightweight Sheet Pile

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The Shoreline Zee lightweight sheet pile LZ-8 LZ-7 is very popular in North America and South America. The installation is strengthened to prevent wind, equipment or staff from accidentally moving. The entire base of the prefabricated module, including any area of the cell area, may be used to determine the contact pressure at the bottom of the wall. Shoreline Steel provides these Zee lightweight steel materials, which can provide ASTM-A-572 / GR.50 / ASTM-A-328 / bare or galvanized surface treatment sheet piling for sale. It can support maximum potential load, but never less than 200 pounds. The contact pressure can be assumed to be a linear change. The word "hole" or "cover" is marked in a high visibility coating to provide a dangerous warning. If you need to remove the cover, leave a monitor at the opening until the cover is replaced.


The length of the light cold forming plate pile is equal to the net distance between the "T" shaped modules of the LZ-5 and the LZ-3%. The surveyor should recommend persons entering the dangerous area to prevent exposure to the risk of falling, but not to perform other duties. All the listed Zee lightweight sheet piles are fully manufactured in the United States. Zee lightweight cross section.


Any watchman or employee within the opening of the six (6) foot opening should use a 100% fall protection system. The allowable bearing capacity of the precast module wall should be determined by the minimum safety factor 3 of the minimum carrying capacity. In determining the external stability of a wall with a "T" shaped module, the base width of B should be reduced to indicate the opening of the honeycomb structure in the rear. Kang Kelin steel and pile driving equipment, and Meever, the southeast of the United States all supply Zee lightweight sheet pile. In order to use warning lines and safety monitoring systems, contractors must first prove to the engineers and construction safety personnel that it is not feasible to use the anti falling or limiting system in written form.


SectionDimensionsMassMoment of inertiaModulus of section


WidthHeightThicknessPileWall


wht/s




InInInLbs/ftLbs/ft2In4/ftIn3/ft
LZ-8244.50.16416.68.38.13.6
LZ-7244.50.17918.29.18.93.9
LZ-5244.50.20921.212.610.44.6
LZ-3244.50.23924.612.311.85.2
LZ-250244.50.25025.612.812.45.4


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