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Home » News » Industry knowledge » Heavy cold formed sheet pile MSZ19-340,MSZ19-350,MSZ19-375, MSZ19-406

Heavy cold formed sheet pile MSZ19-340,MSZ19-350,MSZ19-375, MSZ19-406

Publish Time: 2018-02-27     Origin: Heavy cold formed sheet pile MSZ19-340,MSZ19-350,MSZ19-375, MSZ19-406

The heavy cold formed sheet pile MSZ19-375 shall be firmly connected to most components of the structure (not on scaffolding) or to employees who hang safely under the condition of falling down sheet piling suppliers. It is supported by three steel H - type piles embedded in the drilled wharf and faces masonry and is "mixed" with many of the brick and stone walls (the right side) of the MSZ19-350 community. The fabricated metal platform should be tested and listed according to the American insurance laboratory or Factory Mutual Engineering Corporation or other recognized authority, so as to get the appropriate MSZ19-340 certification. I. foot hand 1. check the board every day. The board should be in accordance with the established structure grade. Any split or damaged board should be removed from the service.


The heavy cold formed sheet pile MSZ19-375 shall be firmly connected to most components of the structure (not on scaffolding) or to employees who hang safely under the condition of falling down. It is supported by three steel H - type piles embedded in the drilled wharf and faces masonry and is "mixed" with many of the brick and stone walls (the right side) of the MSZ19-350 community. The fabricated metal platform should be tested and listed according to the American insurance laboratory or Factory Mutual Engineering Corporation or other recognized authority, so as to get the appropriate MSZ19-340 certification. I. foot hand 1. check the board every day. The board should be in accordance with the established structure grade. Any split or damaged board should be removed from the service.


Mega Zee 19 steel sheet piles MSZ19-340 and MSZ19-350 shall be allowed to work on a suspension scaffold designed for a working load of 500 pound weight. The load should be applied at high water level. Effective unit weight should be used for calculation of internal and external stability. More than three employees are not allowed to work on a suspension scaffold MSZ19-406 with a working load of 750 pounds. This problem may be aggravated by the weakening of the bottom foot of the MSZ19-375 River dam on the left. The approved body safety belt attached to the independent lifeline should be protected by each employee. Please don't cry too much leak.


Mega Zee 19 steel sheet piles MSZ19-340 and MSZ19-350 shall be allowed to work on a suspension scaffold designed for a working load of 500 pound weight. The load should be applied at high water level. Effective unit weight should be used for calculation of internal and external stability. More than three employees are not allowed to work on a suspension scaffold MSZ19-406 with a working load of 750 pounds. This problem may be aggravated by the weakening of the bottom foot of the MSZ19-375 River dam on the left. The approved body safety belt attached to the independent lifeline should be protected by each employee. Please don't cry too much leak.


Sectio Dimensio Ma Moment of inertia Modulus of sectio


Width Height Thickne Pile Wall


w h t/




I I I Lbs/ft Lbs/ft2 In4/ft In3/ft
MSZ10-312 38.82 2.19 0.312 49.72 15.37 1.3 0.67
MSZ10-340 38.82 2.19 0.340 54.10 16.72 1.41 0.72
MSZ10-350 38.82 2.19 0.350 55.69 17.22 1.45 0.74
MSZ10-375 38.82 2.19 0.373 59.67 18.45 1.56 0.79
MSZ10-406 38.82 2.19 0.406 64.60 19.97 1.73 0.86
MSZ11-312 38.55 3.53 0.312 49.72 15.48 6.83 3.76
MSZ11-340 38.55 3.53 0.340 54.1 16.84 7.43 4.06
MSZ11-350 38.55 3.53 0.350 55.69 17.34 7.65 4.17
MSZ11-375 38.55 3.53 0.375 59.67 18.58 8.21 4.44
MSZ11-406 38.55 3.53 0.406 64.6 20.11 8.92 4.79
MSZ12-312 37.72 6.64 0.312 49.72 8.76 29.29 8.76
MSZ12-340 37.72 6.64 0.340 54.1 9.50 31.87 9.50
MSZ12-350 37.72 6.64 0.350 55.69 9.77 32.84 9.77
MSZ12-375 37.72 6.64 0.375 59.67 10.43 35.17 10.43
MSZ12-406 37.72 6.64 0.406 64.6 11.27 38.16 11.27
MSZ13-312 36.38 9.58 0.312 49.72 14.13 67.86 14.13
MSZ13-340 36.38 9.58 0.340 54.10 15.32 73.79 15.32
MSZ13-350 36.38 9.58 0.350 55.69 15.74 75.93 15.74
MSZ13-375 36.38 9.58 0.375 50.67 16.81 81.34 16.81
MSZ13-406 36.38 9.58 0.406 64.6 18.18 88.27 18.18
MSZ14-312 34.56 12.24 0.312 12.27 19.62 120.97 19.62
MSZ14-340 34.56 12.24 0.340 18.89 21.29 131.28 21.29
MSZ14-350 34.56 12.24 0.350 19.34 21.91 135.50 21.91
MSZ14-375 34.56 12.24 0.375 20.72 23.38 144.93 23.38
MSZ14-406 34.56 12.24 0.406 22.43 25.29 157.25 25.29
MSZ15-312 32.79 14.11 0.312 49.72 18.20 172.66 24.24
MSZ15-340 32.79 14.11 0.340 54.10 19.80 187.52 26.27
MSZ15-350 32.79 14.11 0.350 55.69 20.38 193.26 27.06
MSZ15-375 32.79 14.11 0.375 59.67 21.84 207.03 28.91
MSZ15-406 32.79 14.11 0.406 64.60 23.64 224.46 31.27
MSZ16-312 31.05 15.54 0.312 49.72 19.22 223.36 28.45
MSZ16-340 31.05 15.54 0.340 54.10 20.91 242.98 30.88
MSZ16-350 31.05 15.54 0.350 55.69 21.53 249.85 31.74
MSZ16-375 31.05 15.54 0.375 59.67 23.06 267.87 33.95
MSZ16-406 31.05 15.54 0.406 64.60 24.97 290.74 36.75
MSZ17-312 29.71 16.43 0.312 49.72 20.09 262.34 31.60
MSZ17-340 29.71 16.43 0.340 54.1 21.86 285.10 34.27
MSZ17-350 29.71 16.43 0.350 55.69 22.50 293.36 35.25
MSZ17-575 29.71 16.43 0.375 59.67 24.11 314.57 37.71
MSZ17-406 29.71 16.43 0.406 64.60 26.10 241.03 40.80
MSZ18-312 28.38 17.2 0.312 49.73 20.58 296.05 34.49
MSZ18-340 28.38 17.2 0.24 54.1 22.39 322.09 37.45
MSZ18-350 28.38 17.2 0.350 55.69 23.04 330.95 38.46
MSZ18-375 28.38 17.2 0.375 59.67 24.69 354.49 41.12
MSZ18-406 28.38 17.2 0.406 64.6 26.74 384.83 44.53
MSZ19-340 26.88 17.9 0.340 54.1 23.61 368.18 41.17
MSZ19-350 26.88 17.9 0.350 55.69 24.30 867.04 42.24
MSZ19-375 26.88 17.9 0.375 59.67 26.04 929.74 45.25
MSZ19-406 26.88 17.9 0.406 64.60 28.19 1008.15 48.97


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