Mega Zee 19 steel sheet piling MSZ19-340 and MSZ19-350 shall be permitted to work at one time on suspension scaffolds designed for a working load of 500 pounds.This load shall be applied at the high-water level. Effective unit weights shall be used in the calculations for internal and external stability. No more than three employees shall be permitted to work at one time on suspension scaffolds MSZ19-406 with a working load of 750 pounds.This problem likely exacerbated by undercutting of the footing by the Grand MSZ19-375 River, at left. An approved full body safety harness attached to an independent lifeline shall protect each employee.Note weepholes that aren't weeping much.

Heavy cold formed sheet pile MSZ19-375 shall be securely MSZ19-406 attached to substantial members of the structure (not scaffold), or to rigged lines, which will safely suspend the employee in case of a fall. It was buttressed by three steel H-piles embedded in drilled piers and faced with masonry to "blend" in with the MSZ19-350 neighborhood's many masonry walls (far right). Manufactured metal-type platforms, when used, shall be tested and listed according to Underwriters Laboratories or Factory Mutual Engineering Corporation or some other recognized authority for suitable MSZ19-340 certification. I. Scaffold Plank 1. Planks shall be inspected on a daily basis. The planks shall conform to the established structural grades. Any split or damaged plank shall be removed from service.

Mega Zee 19 steel sheet piling MSZ19-340 and MSZ19-350 shall be permitted to work at one time on suspension scaffolds designed for a working load of 500 pounds.This load shall be applied at the high-water level. Effective unit weights shall be used in the calculations for internal and external stability. No more than three employees shall be permitted to work at one time on suspension scaffolds MSZ19-406 with a working load of 750 pounds.This problem likely exacerbated by undercutting of the footing by the Grand MSZ19-375 River, at left. An approved full body safety harness attached to an independent lifeline shall protect each employee.Note weepholes that aren't weeping much.

Heavy cold formed sheet pile MSZ19-375 shall be securely MSZ19-406 attached to substantial members of the structure (not scaffold), or to rigged lines, which will safely suspend the employee in case of a fall. It was buttressed by three steel H-piles embedded in drilled piers and faced with masonry to "blend" in with the MSZ19-350 neighborhood's many masonry walls (far right). Manufactured metal-type platforms, when used, shall be tested and listed according to Underwriters Laboratories or Factory Mutual Engineering Corporation or some other recognized authority for suitable MSZ19-340 certification. I. Scaffold Plank 1. Planks shall be inspected on a daily basis. The planks shall conform to the established structural grades. Any split or damaged plank shall be removed from service.

Section Dimensions Mass Moment
of inertia Modulus
of section Width Height Thickness Pile Wall w h t/s         In In In 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