Grating Pacific
Home About Us Products & Services Search Contact Us


Stainless Steel Grating Load Table
More related links...
Stainless Steel Grating
blackdot.gif (807 bytes)


19-4 / 19-2 LOAD TABLE

BEARING BAR
SIZE

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.
U=SAFE UNIFORM LOAD, LBS.PER SQ.FT.
C=SAFE CONCENTRATED MID-SPAN LOAD, LBS. PER FT. OF GRATING WIDTH
D=DEFLECTION IN INCHES

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

The loads shown above are for type 19-4 and 19-2 gratings.  To determine the load capacity for alternative bar spacings, multiply the loads given by the following conversion factors (DEFLECTION REMAINS CONSTANT):

FOR TYPES 15-4 AND 15-2: 1.26 FOR TYPES 11-4 AND 11-2: 1.72 FOR TYPES 7-4 AND 7-2: 2.71

 

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.

safe unif.
load lbs./
sq.ft.

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
-
-
-
-