Oasis Offshore Press Welded Grating

Oasis Offshore Press Welded Grating

Oasis Offshore Press Welded Grating

Offshore Press Welded Grating was designed to meet the difficult demands of the offshore oil and gas sector, and protect workers from falling objects.

Our grating is engineered following the standards essential for preventing a 15 mm diameter test ball from passing through the mesh.

Offshore gratings are constructed with an additional round bar that runs parallel to the bearing bars, and is centrally fixed to the underside of the cross bars.

Performance Table A – For 25mm Centres

NOTES: Below table is made considering working stress of 165 N/mm2 which allows for a safety factor of 1.6

Deflection should not more than span / 200 times or 10mm, whichever is lesser

For pedestrian traffic there are three loading categories, which are Light Duty – (UDL – 3 KN/m2), Medium Duty- (UDL- 5 KN/m2), and Heavy Duty- (UDL – 7 5 KN/m2)

Add 2 8 Kg/m2 to theoretical weight Kg/m2 for Cross bars @ 50 mm centres

When calculating UDL and deflection for serrated gratings, allowance should be made for the material removed from the bearing bar to form the serration profile Typically this is 90% of the UDL and 105% of the deflection. These figures vary depending on the type of serration and should be confirmed during the design process.

Bearing Bar Size (mm) SPAN IN MM Max Clear Span for Pedestrian Loadings Theoritical Weight Kg/m² for 100mm pitch
300 450 600 750 900 1050 1200 1350 1500 1650 1800 1950 2100 U-KN/m2 3 5 7.5
20 x 3 UDL-KN/m² 120.60 53.36 30.05 15.44 8.93 5.62 3.76 2.64 1.93 1.44 1.11 0.87 0.67 Span – mm 1295 1092 954 22.14
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 6.47 5.46 4.77
20 x 5 UDL-KN/m² 201.00 88.90 50.08 25.73 14.89 9.38 6.28 4.41 3.21 2.41 1.86 1.46 1.11 Span – mm 1535 1294 1131 35.01
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 7.67 6.47 5.65
25 x 3 UDL-KN/m² 188.50 83.70 47.00 30.10 17.45 10.99 7.36 5.17 3.77 2.83 2.18 1.71 1.30 Span – mm 1618 1365 1192 26.96
D – mm 0.60 1.35 2.39 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 8.09 6.82 5.96
25 x 5 UDL-KN/m² 314.00 139.60 78.20 50.12 29.08 18.31 12.27 8.61 6.28 4.72 3.63 2.86 2.18 Span – mm 1919 1618 1414 43.06
D – mm 0.60 1.35 2.39 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.60 8.09 7.07
30 x 3 UDL-KN/m² 271.50 120.10 67.50 43.35 30.08 18.99 12.72 8.93 6.51 4.89 3.77 2.96 2.26 Span – mm 1942 1638 1431 31.79
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.71 8.19 7.15
30 x 5 UDL-KN/m² 452.00 200.10 112.50 72.30 50.15 31.65 21.20 14.89 10.85 8.15 6.28 4.94 3.76 Span – mm 2223 1942 1697 51.10
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.71 8.48
35 x 3 UDL-KN/m² 371.00 163.50 92.10 58.90 40.97 30.09 20.20 14.19 10.34 7.77 5.99 4.70 3.58 Span – mm 2196 1911 1669 36.62
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.55 8.34
35 x 5 UDL-KN/m² 617.00 272.50 153.50 98.20 68.28 50.16 33.66 23.64 17.23 12.95 9.97 7.85 5.98 Span – mm 2495 2196 1980 59.15
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 9.90
40 x 3 UDL-KN/m² 476.00 213.50 120.60 77.06 53.52 39.26 3.05 21.18 15.44 11.60 8.93 7.02 5.35 Span – mm 2427 2136 1908 41.45
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 9.54
40 x 5 UDL-KN/m² 793.00 355.60 201.00 128.47 89.20 65.44 50.09 35.29 25.73 19.33 14.89 11.71 8.93 Span – mm 2758 2427 2194 67.20
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
50 x 5 UDL-KN/m² 1255.00 554.00 314.00 200.50 139.10 102.15 78.36 61.89 50.25 37.75 29.08 22.87 17.44 Span – mm 3260 2870 2593 83.29
D – mm 0.30 0.67 1.20 1.87 2.69 3.66 4.79 6.06 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
60 x 5 UDL-KN/m² 1810.00 800.00 452.50 289.00 200.10 147.10 112.80 89.12 72.13 65.25 50.25 39.53 30.14 Span – mm 3738 3290 2973 99.38
D – mm 0.25 0.56 1.00 1.56 2.24 3.05 3.99 5.05 6.23 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
70 x 5 UDL-KN/m² 2415.00 1090.00 610.50 394.20 272.34 200.60 153.50 121.35 98.19 81.12 79.80 62.76 47.86 Span – mm 4197 3693 3337 115.47
D – mm 0.21 0.48 0.85 1.34 1.92 2.62 3.42 4.33 5.34 6.46 9.00 9.75 10.00 D – mm 10.00 10.00 10.00

Performance Table B – For 30mm Centres

NOTES: Below table is made considering working stress of 165 N/mm2′ which allows for a safety factor of 1.6

Deflection should not more than span / 200 times or 10mm, whichever is lesser

For pedestrian traffic there are three loading categories. which are Light Duty – (UDL – 3 KN/m2), Medium Duty – (UDL – 5 KN/m2) and Heavy Duty – (UDL – 7 5 KN/m2)

Add 2 8 Kg/m2 to theoretical weight Kg/m2 for Cross bars @ 50 mm centres

When calculating UDL and deflection for serrated gratings, allowance should be made for the material removed from the bearing bar to form the serration profile Typically this is 90% of the UDL and 105% of the deflection. These figures vary depending on the type of serration and should be confirmed during the design process.

Bearing Bar Size (mm) SPAN IN MM Max Clear Span for Pedestrian Loadings Theoritical Weight Kg/m² for 100mm pitch
300 450 600 750 900 1050 1200 1350 1500 1650 1800 1950 2100 U-KN/m2 3 5 7.5
20 x 3 UDL-KN/m² 99.73 44.33 24.93 12.80 7.41 4.67 3.13 2.20 1.60 1.20 0.93 0.73 0.56 Span-mm 1217 1026 896 18.84
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 6.09 5.13 4.48
20 x 5 UDL-KN/m² 166.22 73.88 41.56 21.34 12.35 7.78 5.21 3.66 2.67 2.00 1.54 1.21 0.93 Span – mm 1442 1217 1063 29.52
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 7.21 6.09 5.32
25 x 3 UDL-KN/m² 155.83 69.26 38.96 24.93 14.47 9.11 6.10 4.29 3.13 2.35 1.81 1.42 1.08 Span – mm 1521 1283 1120 22.84
D – mm 0.60 1.35 2.39 3.74 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 7.61 6.42 5.60
25 x 5 UDL-KN/m² 259.72 115.43 64.93 41.56 24.12 15.19 10.17 7.15 5.21 3.91 3.01 2.37 1.81 Span – mm 1803 1521 1328 36.19
D – mm 0.60 1.35 2.39 3.74 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.02 7.61 6.64
30 x 3 UDL-KN/m² 224.40 99.73 56.10 35.90 24.93 15.75 10.55 7.41 5.40 4.06 3.13 2.46 1.87 Span – mm 1825 1539 1345 26.85
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.13 7.70 6.73
30 x 5 UDL-KN/m² 374.00 166.22 93.50 59.84 41.56 26.24 17.58 12.35 9.00 6.76 5.21 4.10 3.12 Span – mm 2121 1825 1594 42.86
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.13 7.97
35 x 3 UDL-KN/m² 305.43 135.75 76.36 48.87 33.94 24.93 16.75 11.76 8.58 6.44 4.96 3.90 2.98 Span – mm 2096 1796 1569 30.85
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 8.98 7.85
35 x 5 UDL-KN/m² 509.06 226.25 127.26 81.45 56.56 41.56 27.92 19.61 14.29 10.74 8.27 6.51 4.96 Span – mm 2381 2096 1860 49.53
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 9.30
40 x 3 UDL-KN/m² 398.93 177.30 99.73 63.83 44.33 32.57 24.93 17.56 12.80 9.62 7.41 5.83 4.44 Span – mm 2317 2039 1793 34.85
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 8.97
40 x 5 UDL-KN/m² 664.89 295.51 166.22 106.38 73.88 54.28 41.56 29.27 21.34 16.03 12.35 9.71 7.41 Span – mm 2632 2317 2093 56.21
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
50 x 5 UDL-KN/m² 1038.89 461.73 259.72 166.22 115.43 84.81 64.93 51.30 41.67 31.31 24.12 18.97 14.46 Span – mm 3112 2739 2475 69.55
D – mm 0.30 0.67 1.20 1.87 2.69 3.66 4.79 6.06 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
60 x 5 UDL-KN/m² 1496.00 664.89 374.00 239.36 166.22 122.12 93.50 73.88 59.84 54.10 41.67 32.78 24.99 Span – mm 3568 3140 2837 82.90
D – mm 0.25 0.56 1.00 1.56 2.24 3.05 3.99 5.05 6.23 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
70 x 5 UDL-KN/m² 2036.22 904.99 509.06 325.80 226.25 166.22 127.26 100.55 81.45 67.31 66.18 52.05 39.69 Span – mm 4005 3525 3185
D – mm 0.21 0.48 0.85 1.34 1.92 2.62 3.42 4.33 5.34 6.46 9.00 9.75 10.00 D – mm 10.00 10.00 10.00

Performance Table C – For 34mm Centres

NOTES: Below table is made considering working stress of 165 N/mm2′ which allows for a safety factor of 1.6

Deflection should not more than span/ 200 times or 10mm, whichever is lesser

For pedestrian traffic there are three loading categories, which are Light Duty – (UDL – 3 KN/m2), Medium Duty – (UDL – 5 KN/m2) and Heavy Duty – (UDL – 7 5 KN/m2) Add 2 8 Kgim’ to theoretical weight Kgim’ for Cross bars @ 50 mm centres

When calculating UDL and deflection for serrated gratings, allowance should be made for the material removed from the bearing bar to form the serration profile Typically this is 90% of the UDL and 105% of the deflection. These figures vary depending on the type of serration and should be confirmed during the design process.

Bearing Bar Size (mm) SPAN IN MM Max Clear Span for Pedestrian Loadings Theoritical Weight Kg/m² for 100mm pitch
300 450 600 750 900 1050 1200 1350 1500 1650 1800 1950 2100 U-KN/m2 3 5 7.5
20 x 3 UDL-KN/m² 88.30 39.05 21.99 11.29 6.53 4.12 2.76 1.93 1.41 1.06 0.81 0.64 0.49 Span-mm 1166 984 860 16.96
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 5.83 4.92 4.29
20 x 5 UDL-KN/m² 147.00 65.10 36.65 18.83 10.90 6.86 4.60 3.23 2.35 1.76 1.36 1.07 0.81 Span-mm 1383 1167 1019 26.38
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 6.91 5.83 5.09
25 x 3 UDL-KN/m² 138.00 61.30 34.33 22.00 12.76 8.04 5.39 3.78 2.76 2.07 1.59 1.25 0.95 Span-mm 1459 1230 1074 20.49
D – mm 0.60 1.35 2.39 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 7.29 6.15 5.37
25 x 5 UDL-KN/m² 230.00 102.15 57.21 36.67 21.28 13.40 8.97 6.30 4.59 3.45 2.66 2.09 1.59 Span-mm 1729 1459 1274 32.26
D – mm 0.60 1.35 2.39 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 8.64 7.29 6.37
30 x 3 UDL-KN/m² 198.50 87.85 49.40 31.72 22.02 13.89 9.31 6.53 4.77 3.58 2.76 2.16 1.65 Span-mm 1750 1476 1290 24.02
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 8.75 7.38 6.44
30 x 5 UDL-KN/m² 331.00 146.40 82.40 52.86 36.77 23.15 15.51 10.89 7.94 5.96 4.60 3.61 2.75 Span-mm 2056 1750 1529 38.15
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 8.75 7.64
35 x 3 UDL-KN/m² 271.00 119.60 67.40 43.10 29.97 22.02 14.78 10.38 7.57 5.68 4.38 3.44 2.62 Span-mm 2031 1722 1504 27.55
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 8.61 7.52
35 x 5 UDL-KN/m² 452.00 199.30 112.30 71.85 49.96 36.70 24.64 17.30 12.61 9.47 7.30 5.74 4.37 Span-mm 2308 2031 1783 44.04
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 8.91
40 x 3 UDL-KN/m² 348.00 156.20 88.25 56.38 39.16 28.73 21.99 15.49 11.29 8.48 6.54 5.14 3.92 Span-mm 2245 1968 1719 31.09
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.84 8.59
40 x 5 UDL-KN/m² 580.00 260.20 147.10 94.00 65.28 47.88 36.65 25.83 18.83 14.14 10.89 8.57 6.53 Span-mm 2551 2245 2029 49.93
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
50 x 5 UDL-KN/m² 920.00 405.50 229.90 146.70 101.78 74.74 57.34 45.28 36.77 27.62 21.28 16.73 12.76 Span-mm 3015 2654 2398 61.70
D – mm 0.30 0.67 1.20 1.87 2.69 3.66 4.79 6.06 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
60 x 5 UDL-KN/m² 1325.00 586.00 331.00 211.50 146.40 107.61 82.50 65.21 52.78 47.74 36.77 28.92 22.05 Span-mm 3457 3043 2750 73.48
D – mm 0.25 0.56 1.00 1.56 2.24 3.05 3.99 5.05 6.23 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
70 x 5 UDL-KN/m² 1762.00 798.00 446.50 288.50 199.30 146.80 112.34 88.79 71.84 59.36 58.39 45.92 35.00 Span-mm 3881 3416 3087 85.25
D – mm 0.21 0.48 0.85 1.34 1.92 2.62 3.42 4.33 5.34 6.46 9.00 9.75 10.00 D – mm 10.00 10.00 10.00

Performance Table D – For 41mm Centres

NOTES: Below table is made considering working stress of 165 N/mm2 which allows for a safety factor of 1.6

Deflection should not more than span / 200 times or 10mm, whichever is lesser

For pedestrian traffic there are three loading categories, which are Light Duty – (UDL – 3 KN/m2 ), Medium Duty – (UDL – 5 KN/m2) and Heavy Duty – (UDL – 7 5 KN/m2) Add 2 8 Kg/m2 to theoretical weight Kg/m2 for Cross bars@ 50 mm centres

When calculating UDL and deflection for serrated gratings, allowance should be made for the material removed from the bearing bar to form the serration profile Typically this is 90% of the UDL and 105% of the deflection These figures vary depending on the type of serration and should be confirmed during the design process.

Bearing Bar Size (mm) SPAN IN MM Max Clear Span for Pedestrian Loadings Theoritical Weight Kg/m² for 100mm pitch
300 450 600 750 900 1050 1200 1350 1500 1650 1800 1950 2100 U-KN/m2 3 5 7.5
20 x 3 UDL-KN/m² 73.33 32.59 18.33 9.41 5.45 3.43 2.30 1.61 1.18 0.88 0.68 0.54 0.41 Span-mm 1098 926 809 14.60
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 5.49 4.63 4.05
20 x 5 UDL-KN/m² 122.22 54.32 30.56 15.69 9.08 5.72 3.83 2.69 1.96 1.47 1.13 0.89 0.68 Span-mm 1302 1098 959 22.45
D – mm 0.75 1.68 2.99 3.75 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 6.51 5.49 4.80
25 x 3 UDL-KN/m² 114.58 50.93 28.65 18.33 10.64 6.70 4.49 3.15 2.30 1.73 1.33 1.05 0.80 Span-mm 1373 1158 1011 17.54
D – mm 0.60 1.35 2.39 3.74 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 6.87 5.79 5.06
25 x 5 UDL-KN/m² 190.97 84.88 47.74 30.56 17.73 11.17 7.48 5.25 3.83 2.88 2.22 1.74 1.33 Span-mm 1627 1373 1199 27.36
D – mm 0.60 1.35 2.39 3.74 4.50 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 8.14 6.87 6.00
30 x 3 UDL-KN/m² 165.00 73.33 41.25 26.40 18.33 11.58 7.76 5.45 3.97 2.98 2.30 1.81 1.38 Span-mm 1647 1389 1214 20.49
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 8.24 6.95 6.07
30 x 5 UDL-KN/m² 275.00 122.22 68.75 44.00 30.56 19.30 12.93 9.08 6.62 4.97 3.83 3.01 2.30 Span-mm 1953 1647 1439 32.26
D – mm 0.50 1.12 1.99 3.12 4.49 5.25 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.77 8.24 7.20
35 x 3 UDL-KN/m² 224.58 99.81 56.15 35.93 24.95 18.33 12.32 8.65 6.31 4.74 3.65 2.87 2.19 Span-mm 1922 1621 1416 23.43
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 9.61 8.11 7.08
35 x 5 UDL-KN/m² 374.31 166.36 93.58 59.89 41.59 30.56 20.53 14.42 10.51 7.90 6.08 4.78 3.65 Span-mm 2205 1922 1679 37.17
D – mm 0.43 0.96 1.71 2.67 3.85 5.24 6.00 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.61 8.40
40 x 3 UDL-KN/m² 293.33 130.37 73.33 46.93 32.59 23.95 18.33 12.91 9.41 7.07 5.45 4.28 3.27 Span-mm 2145 1852 1618 26.38
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 9.26 8.09
40 x 5 UDL-KN/m² 488.89 217.28 122.22 78.22 54.32 39.91 30.56 21.52 15.69 11.79 9.08 7.14 5.45 Span-mm 2438 2145 1918 42.08
D – mm 0.37 0.84 1.50 2.34 3.37 4.58 5.98 6.75 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 9.59
50 x 5 UDL-KN/m² 763.89 339.51 190.97 122.22 84.88 62.36 47.74 37.72 30.64 23.02 17.73 13.95 10.64 Span-mm 2882 2536 2292 51.89
D – mm 0.30 0.67 1.20 1.87 2.69 3.66 4.79 6.06 7.50 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
60 x 5 UDL-KN/m² 1100.00 488.89 275.00 176.00 122.22 89.80 68.75 54.32 44.00 39.78 30.64 24.10 18.38 Span-mm 3304 2908 2627 61.70
D – mm 0.25 0.56 1.00 1.56 2.24 3.05 3.99 5.05 6.23 8.25 9.00 9.75 10.00 D – mm 10.00 10.00 10.00
70 x 5 UDL-KN/m² 1497.22 665.43 374.31 239.56 166.36 122.22 93.58 73.94 59.89 49.49 48.66 38.27 29.18 Span-mm 3709 3264 2949 71.51
D – mm 0.21 0.48 0.85 1.34 1.92 2.62 3.42 4.33 5.34 6.46 9.00 9.75 10.00 D – mm 10.00 10.00 10.00

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FAQ’s

What are the main applications of steel gratings in the UAE?

Steel gratings are commonly used in industrial and commercial applications in the UAE. These include walkways, platforms, stair treads, and drainage systems for factories, power plants, and offshore oil platforms. Steel gratings offer high load-bearing capacity, durability, and resistance to high temperatures, making them ideal for demanding environments.

Steel gratings are designed for strength and versatility, while GI gratings are treated with a zinc coating to prevent corrosion. GI gratings are preferred for outdoor applications or projects where exposure to moisture is a concern, such as drainage systems and outdoor platforms, due to their resistance to rust.

Yes, we offer customizations for all our grating products. Oasis Metal Manufacturing can provide tailored solutions, including specific sizes, shapes, load capacities, and surface finishes to match the exact needs of your project. Our team works closely with clients to ensure their gratings meet both functional and aesthetic requirements.

At Oasis Metal Manufacturing, our grating clamps are made from durable, corrosion-resistant materials to ensure long-lasting performance. They are easy to install and designed to accommodate a variety of grating sizes and configurations. Whether you are installing steel gratings, our clamps provide the reliability and security needed for any application.

Yes, We offer after-sales services, including maintenance and repair, to ensure that your gratings continue to perform optimally for years to come. Whether you need technical assistance or regular maintenance, Oasis Metal Manufacturing is here to help.

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