Grating
Grating
m
pitch Bar
Defl s mm
ng m
pan
ern
Span mm
Norm e
2
spacibar
5
s
kg/m
.
s
i
Bar s
Mas
Patt
4Kpa
Cros
Load
Kpa 450 600 750 900 1050 1200 1500 1800 2100 2400 2700 3000 3300 3600
A Pattern
C205 40 100 22.5 20x5 U 56 32 20 14 10 8 5 3 2 1120
T E C H N I C A L D ATA
Standard Pattern Types
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 fittings, banding & treatment. The following % increases are a guide only: A&B Pattern - 12%, C&D Pattern - 14%, F Pattern -
A403 30 100 27.4 40x3 U 179 100 64 44 33 25 16 11 8 6 5 4 1780 16%. 3. The table on page 20 has been arranged in increasing strength order. 4. U = Safe superimposed uniformly
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 distributed load in KPA (100kg/sqm = 0.98KPa) 5. D = Deflection in millimetres for the load U. 6. Mass is calculated in the
B405 30 50 26.4 40x5 U 298 167 107 74 52 41 26 18 13 10 8 6 2030 untreated condition. 7. Loads are calculated in accordance with an allowable bending stress of 171.6 MPa. 8. Loadbars are
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 assumed to be simply supported. 9. Webforge reserves the right to use alternative section sizes provided this does not affect
C455 40 100 34.7 45x5 U 286 160 102 71 52 40 25 17 13 10 7 6 5 2030 the performance of the product.
D 0.8 1.4 2.2 3.2 4.4 5.7 8.9 12.9 17.5 22.9 29.0 35.8 43.2
20 21
Steel Grating Steel Grating
m
pitch Bar
Defl s mm
ng m
pan
ern
Span mm
Norm e
2
spacibar
5
s
kg/m
.
s
i
Bar s
Mas
Patt
4Kpa
Cros
Load
Kpa 450 600 750 900 1050 1200 1500 1800 2100 2400 2700 3000 3300 3600
A Pattern
C205 40 100 22.5 20x5 U 56 32 20 14 10 8 5 3 2 1120
T E C H N I C A L D ATA
Standard Pattern Types
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 fittings, banding & treatment. The following % increases are a guide only: A&B Pattern - 12%, C&D Pattern - 14%, F Pattern -
A403 30 100 27.4 40x3 U 179 100 64 44 33 25 16 11 8 6 5 4 1780 16%. 3. The table on page 20 has been arranged in increasing strength order. 4. U = Safe superimposed uniformly
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 distributed load in KPA (100kg/sqm = 0.98KPa) 5. D = Deflection in millimetres for the load U. 6. Mass is calculated in the
B405 30 50 26.4 40x5 U 298 167 107 74 52 41 26 18 13 10 8 6 2030 untreated condition. 7. Loads are calculated in accordance with an allowable bending stress of 171.6 MPa. 8. Loadbars are
D 0.9 1.6 2.5 3.6 4.9 6.4 10 14.5 19.7 25.7 32.6 40.2 assumed to be simply supported. 9. Webforge reserves the right to use alternative section sizes provided this does not affect
C455 40 100 34.7 45x5 U 286 160 102 71 52 40 25 17 13 10 7 6 5 2030 the performance of the product.
D 0.8 1.4 2.2 3.2 4.4 5.7 8.9 12.9 17.5 22.9 29.0 35.8 43.2
20 21