1 100 psf load, simple span (dimensions shown), o.2s· deflection.
2 Weight per square foot is based upon cross rods 6″ on center. Deduct 0.186 lbs/f/2 for 12· on center. NIA: Not intended for pedestrian applications.
For full load tables, visit http:l/www.strongwell.com/gratingloadtab/es
| SERIES | ON CENTER SPACING | OPEN SPACE | #BARS PER FOOT OF WIDTH | %OPEN SPACE | BAR HEIGHT | SPAN | WT/FT |
|---|---|---|---|---|---|---|---|
| R-6200 | 0.813' | o.soo· | 14.77 | 62% | 1.00' | 46 | 4.5 |
| R-7300 | 1.188' | 0.875' | 10.1 | 73% | 1.00' | 42 | 3.2 |
| R-8300 | 1.875' | 1.563' | 6.4 | 83% | 1.00' | 37 | 2.2 |
| R-9000 | 3.000' | 2.688' | 4 | 90% | 1.00' | NIA | 1.4 |
| R-9500 | 6.000' | 5.688" | 2 | 95% | 1.00' | NIA | 0.7 |
| R-9700 | 11.875" | 11.563 | 1 | 97% | 1.00' | NIA | 0.4 |
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