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| THE FOLLOWING LOAD TABLE WAS DEVELOPED USING "MAXIMUM" TRAFFIC CONDITIONS" |
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DEFLECTION IS LIMITED TO THE LESSER OF L/400 OR .125 |
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TYPE R-37-5 |
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| CONTINUOUS SPANS |
The safe spans indicated for heavy duty gratings and bridge decking in the preceding load tables are based upon simple span calculations. When the grating is properly anchored and the span is continuous over 3 or more supports, the above spans may be increased by a multiple of 1.20. |
| LOAD TABLE: TYPE R-37-5 BRIDGE DECKING | |||||||||||||||||||||||||||||||
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| BEARING BAR SIZE |
RECTICULINE BAR SIZE |
WEIGHT
LBS. PER SQ. FT. |
SECTION
MOD. PER FT. OF WIDTH |
H-20 TRUCK | H-15 TRUCK | H-10 TRUCK | AUTO TRAFFIC | 5 TON FORKLIFT | 3 TON FORKLIFT |
1 TON FORKLIFT |
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| MAXIMUM SAFE SPAN | |||||||||||||||||||||||||||||||
2-1/2 x 1/4 |
1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 |
17.1 19.3 21.2 19.1 21.7 24.0 21.0 24.1 26.9 23.0 26.6 29.7 25.0 31.4 35.4 |
1.220 1.488 1.744 1.756 2.143 2.512 2.390 2.917 3.419 3.122 3.810 4.465 4.878 5.952 6.977 |
1'-6" 1'-8" 1'-10" 1'-10" 2'-1" 2'-3" 2'-2" 2'-6" 2'-9" 2'-7" 3'-0" 3'-5" 3'-8" 4'-3" 4'-10" |
1'-4" 1'-6" 1'-8" 1'-8" 1'-10" 2'-1" 2'-0" 2'-4" 2'-8" 2'-6" 2'-10" 3'-3" 3'-6" 4'-2" 4'-9" |
1'-2" 1'-4" 1'-6" 1'-6" 1'-9" 2'-0" 1'-11" 2'-3" 2'-7" 2'-4" 2'-10" 3'-2" 3'-6" 4'-2" 4'-10" |
3'-4" 4'-0" 4'-4" 4'-7" 4'-11" 5'-2" 5'-4" 5'-9" 6'-1" 6'-2" 6'-7" 6'-11" 7'-8" 8'-2" 8'-8" |
1'-1" 1'-2" 1'-4" 1'-4" 1'-7" 1'-9" 1'-8" 2'-0" 2'-3" 2'-1" 2'-5" 2'-9" 3'-0" 3'-7" 4'-1" |
0'-11" 1'-1" 1'-3" 1'-3" 1'-6" 1'-8" 1'-7" 1'-11" 2'-2" 2'-0" 2'-5" 2'-9" 3'-0" 3'-7" 4'-2" |
1'-3" 1'-7" 1'-9" 1'-10" 2'-2" 2'-6" 2'-5" 2'-11" 3'-5" 3'-1" 3'-9" 4'-5" 4'-9" 5'-10" 6'-9" |
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