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| 19-4 / 19-2 LOAD TABLE | ||||||||||||||||||||||
BEARING
BAR |
UNSUPPORTED SPAN |
WEIGHT PER SQ. FT.(LBS.) |
||||||||||||||||||||
| 2'-0" | 2'-6" | 3'-0" | 3'-6" | 4'-0" | 4'-6" | 5'-0" | 5'-6" | 6'-0" | 6'-6" | 7'-0" | 8'-0" | 9'-0" | 19-4 | 19-2 | 15-4 | 15-2 | 11-4 | 11-2 | 7-4 | 7-2 | ||
| 3/4 X 1/8 | U D C D |
395 .114 395 .091 |
253 .179 316 .143 |
175 .257 263 .206 |
129 .350 226 .280 |
99 .457 197 .366 |
78 .579 175 .463 |
LOADS AND DEFLECTIONS
ARE THEORETICAL VALUES BASED ON 20,000 PSI UNIT STRESS. FOR PEDESTRIAN COMFORT
DEFLECTIONS IN EXCESS OF 1/4" ARE NOT RECOMMENDED. |
4.0 | 4.8 | 4.9 | 5.7 | 6.4 | 7.2 | 9.7 | 10.7 | ||||||
| 3/4 X 3/16 | U D C D |
592 .114 592 .091 |
379 .179 474 .143 |
263 .257 395 .206 |
193 .350 338 .280 |
148 .457 296 .366 |
117 .579 263 .463 |
5.6 | 6.4 | 6.9 | 7.7 | 9.2 | 10.0 | 14.5 | 16.0 | |||||||
| 1 X 1/8 | U D C D |
702 .086 702 .069 |
449 .134 561 .107 |
312 .193 468 .154 |
229 .263 401 .210 |
175 .343 351 .274 |
139 .434 312 .347 |
112 .536 281 .429 |
93 .648 255 .519 |
78 .771 234 .617 |
|
5.1 | 5.9 | 6.2 | 7.1 | 8.2 | 9.0 | 12.9 | 14.2 | |||
| 1 X 3/16 | U D C D |
1053 .086 1053 .069 |
674 .134 842 .107 |
468 .193 702 .154 |
344 .263 602 .210 |
263 .343 526 .274 |
208 .434 468 .347 |
168 .536 421 .429 |
139 .648 383 .519 |
117 .771 351 .617 |
7.4 | 8.4 | 9.2 | 10.2 | 12.1 | 13.1 | 19.4 | 21.3 | ||||
| 1-1/4 X 1/8 | U D C D |
1096 .069 1096 .055 |
702 .107 877 .086 |
487 .154 731 .123 |
358 .210 627 .168 |
274 .274 548 .219 |
217 .347 487 .278 |
175 .429 439 .343 |
145 .519 399 .415 |
122 .617 365 .494 |
104 .724 337 .579 |
90 .840 313 .672 |
6.4 | 7.4 | 7.8 | 8.8 | 10.3 | 11.3 | 15.8 | 17.1 | ||
| 1-1/4 X 3/16 | U D C D |
1645 .069 1645 .055 |
1053 .107 1316 .086 |
731 .154 1096 .123 |
537 .210 940 .168 |
411 .274 822 .219 |
325 .347 731 .278 |
263 .429 658 .343 |
217 .519 598 .415 |
183 .617 548 .494 |
156 .724 506 .579 |
134 .840 470 .672 |
9.0 | 10.0 | 11.2 | 12.2 | 14.9 | 15.9 | 23.8 | 25.7 | ||
| 1-1/2 X 1/8 | U D C D |
1579 .057 1579 .046 |
1011 .089 1263 .071 |
702 .129 1053 .103 |
516 .175 902 .140 |
395 .229 789 .183 |
312 .289 702 .231 |
253 .357 632 .286 |
209 .432 574 .346 |
175 .514 526 .411 |
149 .604 486 .483 |
129 .700 451 .560 |
99 .914 395 .731 |
78 1.157 351 .926 |
7.4 | 8.4 | 9.2 | 10.2 | 12.1 | 13.1 | 18.8 | 20.0 |
| 1-1/2 X 3/16 | U D C D |
2368 .057 2368 .046 |
1516 .089 1895 .071 |
1053 .129 1579 .103 |
773 .175 1353 .140 |
592 .229 1184 .183 |
468 .289 1053 .231 |
379 .357 947 .286 |
313 .432 861 .346 |
263 .514 789 .411 |
224 .604 729 .483 |
193 .700 677 .560 |
148 .914 592 .731 |
117 1.157 526 .926 |
11.1 | 12.5 | 13.7 | 15.1 | 18.1 | 19.6 | 28.1 | 30.1 |
| 1-3/4 X 3/16 | U D C D |
3224 .049 3224 .039 |
2063 .077 2579 .061 |
1433 .110 2149 .088 |
1053 .150 1842 .120 |
806 .196 1612 .157 |
637 .248 1433 .198 |
516 .306 1289 .245 |
426 .370 1172 .296 |
358 .411 1075 .353 |
305 .517 992 .414 |
263 .600 921 .480 |
201 .784 806 .627 |
159 .992 716 .793 |
12.7 | 14.1 | 15.7 | 17.1 | 20.9 | 22.3 | 32.5 | 34.4 |
| 2 X 3/16 | U D C D |
4211 .043 4211 .034 |
2695 .067 3368 .054 |
1871 .096 2807 .077 |
1375 .131 2406 .105 |
1053 .171 2105 .137 |
832 .217 1871 .174 |
674 .268 1684 .214 |
557 .324 1531 .259 |
468 .386 1404 .309 |
399 .453 1296 .362 |
344 .525 1203 .420 |
263 .686 1053 .549 |
208 .868 936 .694 |
14.3 | 15.7 | 17.8 | 19.2 | 23.7 | 25.1 | 36.9 | 38.8 |
| 2-1/4 X 3/16 | U D C D |
5329 .038 5329 .030 |
3411 .060 4263 .048 |
2368 .086 3553 .069 |
1740 .117 3045 .093 |
1332 .152 2664 .122 |
1053 .193 2368 .154 |
853 .238 2132 .190 |
705 .288 1938 .230 |
592 .343 1776 .274 |
505 .402 1640 .322 |
435 .467 1523 .373 |
333 .610 1332 .488 |
263 .771 1184 .617 |
15.9 | 17.4 | 19.8 | 21.2 | 26.5 | 27.9 | 41.3 | 43.2 |
| 2-1/2 X 3/16 | U D C D |
6579 .034 6579 .027 |
4211 .054 5263 .043 |
2924 .077 4386 .062 |
2148 .105 3759 .084 |
1645 .137 3289 .110 |
1300 .174 2924 .139 |
1053 .214 2632 .171 |
870 .259 2392 .207 |
731 .309 2193 .247 |
623 .362 2024 .290 |
537 .420 1880 .336 |
411 .549 1645 .439 |
325 .694 1462 .555 |
17.5 | 19.0 | 21.8 | 23.3 | 29.2 | 30.7 | 45.6 | 47.5 |
| NOTE: WHEN GRATINGS WITH SERRATED BEARING BARS ARE SELECTED, THE DEPTH OF GRATING REQUIRED TO SERVICE A SPECIFIED LOAD WILL BE 1/4" GREATER THAN THAT SHOWN IN THE TABLES ABOVE. |
| CONVERSION TABLE | ||||||
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| SELECTION GUIDE: 19-4 PLAIN SURFACE GRATING | ||||||||||||
For deflection of not more than 1/4" when subjected to the severest of the following: (1) the uniform loads below; (2) under concentrated mid-span loads of 300 lbs. up to 6'-0" span; or (3) 400 lbs. for spans 6'-0" and over. |
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safe unif. |
2'-6" |
3'-0" | 3'-6" |
4'-0" | 4'-6" |
5'-0" | 5'-6" | 6'-0" | 6'-6" | 7'-0" | 8'-0" | 9'-0" |
| 50 75 100 125 150 200 300 |
1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 |
1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 |
1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1x3/16 |
1 x 1/8 1 x 1/8 1 x 1/8 1 x 1/8 1 x 3/16 1-1/4 x 1/8 1-1/4 x 3/16 |
1 x 3/16 1 x 3/16 1 x 3/16 1-1/4 x 1/8 1-1/4 x 1/8 1-1/4 x 3/16 1-1/2 x 3/16 |
1-1/4
x 1/8 1-1/4 x 1/8 1-1/4 x 1/8 1-1/4 x 3/16 1-1/4 x 3/16 1-1/2 x 3/16 1-3/4 x 3/16 |
1-1/4
x 3/16 1-1/4 x 3/16 1-1/4 x 3/16 1-1/2 x 3/16 1-1/2 x 3/16 1-3/4 x 3/16 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 1-3/4 x 3/16 2 x 3/16 |
1-3/4
x 3/16 1-3/4 x 3/16 1-3/4 x 3/16 1-3/4 x 3/16 2 x 3/16 2 x 3/16 2-1/4 x 3/16 |
1-3/4
x 3/16 1-3/4 x 3/16 1-3/4 x 3/16 2 x 3/16 2 x 3/16 2-1/4 x 3/16 2-1/2 x 3/16 |
2
x 3/16 2 x 3/16 2-1/4 x 3/16 2-1/4 x 3/16 2-1/2 x 3/16 - - |
2-1/4
x 3/16 2-1/4 x 3/16 2-1/2 x 3/16 - - - - |