Allowable Load (plf) for 3-1/2-inch Wide 24F-V4/DF Glulam ...
Allowable Load (plf) for 3-1/2-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing
6 928 714 1.5 / 3.0 487 400 1.5 / 3.0
7 1/2 1452 1118 1.9 / 3.7 814 626 1.5 / 3.0
9 2092 1611 2.8 / 5.3 1174 903 2.1 / 4.0
9 1/2 2332 1796 3.1 / 5.9 1308 1006 2.3 / 4.4
Glulam Depth (in.)
10 1/2 2849 2194 3.8 / 7.2 1599 1230
11 7/8 3642 2650 4.8 / 8.7 2046 1575
12 3700 2688 4.9 / 8.9 2090 1609
2.8 / 5.4 3.6 / 6.9 3.7 / 7.1
13 1/2 4441 3169 5.9 / 10.4 2646 2037 4.7 / 9.0
14 4710 3339 6.2 / 11.0 2846 2191 5.0 / 9.6
15 5287 3697 7.0 / 12.2 3268 2461 5.7 / 10.8
Simple
247
486
748
834
1020 1306 1334
1690
1817
2087
10 Multiple
254
398
575
641
784
1004 1026
1300
1398
1606
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.6 / 3.2 1.8 / 3.5 2.2 / 4.3 2.9 / 5.5 2.9 / 5.6 3.7 / 7.1 4.0 / 7.7 4.6 / 8.8
Simple
141
278
485
571
706
904
923
1170
1258
1446
12 Multiple
175
275
397
443
542
694
709
899
967
1111
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.9 / 3.6 2.4 / 4.6 2.4 / 4.7 3.1 / 5.9 3.3 / 6.4 3.8 / 7.3
Simple
87
173
302
356
483
661
676
856
921
1059
14 Multiple
116
200
290
323
396
508
518
657
708
813
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 2.0 / 3.9 2.1 / 4.0 2.6 / 5.1 2.8 / 5.4 3.3 / 6.3
Simple
56
114
200
236
321
467
482
653
703
808
16 Multiple
76
152
220
246
301
386
394
501
539
620
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.6 / 3.4 1.7 / 3.5 2.3 / 4.4 2.5 / 4.7 2.8 / 5.4
Simple
--
78
138
163
223
325
335
481
537
635
18 Multiple
--
105
172
192
236
303
310
393
423
487
Min. Bearing
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.9 / 3.9 2.1 / 4.2 2.5 / 4.8
Simple
--
55
99
117
160
234
242
347
388
479
20 Multiple Min. Bearing
--
75
132
154
189
244
249
316
341
392
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.5 1.7 / 3.7 2.1 / 4.3
Simple
--
22 Multiple
--
Min. Bearing
--
Simple
--
24 Multiple
--
Min. Bearing
--
--
72
86
118
173
179
258
289
357
--
97
115
155
200
204
259
279
322
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.5 / 3.4 1.7 / 3.9
--
54
64
89
131
136
196
220
272
--
73
87
120
166
170
216
233
268
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.5 / 3.5
Simple
--
--
--
49
68
101
104
152
170
211
26 Multiple
--
--
--
67
92
136
141
182
197
227
Min. Bearing
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.2
Simple
--
--
--
--
53
79
82
119
134
167
28 Multiple
--
--
--
--
72
107
111
156
168
194
Min. Bearing
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
62
64
95
107
133
30 Multiple
--
--
--
--
--
85
88
128
144
167
Min. Bearing
--
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
50
51
76
86
107
32 Multiple
--
--
--
--
--
68
71
104
117
145
Min. Bearing
--
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
--
--
62
70
87
34 Multiple
--
--
--
--
--
--
--
85
95
119
Min. Bearing
--
--
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
--
--
50
57
72
36 Multiple
--
--
--
--
--
--
--
69
78
98
Min. Bearing
--
--
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
--
--
--
46
59
38 Multiple
--
--
--
--
--
--
--
Min. Bearing
--
--
--
--
--
--
--
Simple
--
--
--
--
--
--
--
40 Multiple
--
--
--
--
--
--
--
Min. Bearing
--
--
--
--
--
--
--
--
65
82
--
1.5 / 3.0 1.5 / 3.0
--
--
49
--
--
68
--
--
1.5 / 3.0
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications.
2. Dry-use conditions.
3. Total load deflection limit = Span/240.
4. Live load 0.67 x Total load 5. Full lateral support on the compression side.
6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
16 5922 4080 7.8 / 13.5 3696 2685 6.5 / 11.8 2376 1828 5.2 / 10.0 1646 1265 4.3 / 8.3 1205 926 3.7 / 7.1 920 706 3.2 / 6.2 724 555 2.9 / 5.5 584 447 2.6 / 4.9 435 367 2.1 / 4.4 332 306 1.8 / 4.0 258 259 1.5 / 3.7 204 221 1.5 / 3.4 163 191 1.5 / 3.1 132 166 1.5 / 3.0 108 146 1.5 / 3.0
89 121 1.5 / 3.0 73 101 1.5 / 3.0 61 85 1.5 / 3.0
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 3-1/2-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing
16 1/2 6264 4282 8.3 / 14.1 3873 2800 6.8 / 12.3
18 7405 4931 9.8 / 16.3 4437 3165 7.8 / 13.9
19 1/2 8753 5658 11.5 / 18.7 5060 3556 8.9 / 15.6
21 10370 6475 13.7 / 21.3 5753 3978 10.1 / 17.5
Glulam Depth (in.)
22 1/2 12348 7401 16.3 / 24.4
24 14820 8460 19.5 / 27.9
6528 4433
7400 4926
11.5 / 19.5 13.0 / 21.7
25 1/2 16837 9681 22.2 / 31.9 8388 5463 14.7 / 24.0
27 18877 11107 24.9 / 36.6 9517 6048 16.7 / 26.6
28 1/2 21034 12792 27.7 / 42.2 10820 6689 19.0 / 29.4
Simple
2527
3009
3532
3978
4433
4926
5463
6048
6689
10 Multiple
1945
2316
2590
2868
3161
3471
3801
4151
4523
Min. Bearing 5.6 / 10.7 6.6 / 12.7 7.8 / 14.2 8.7 / 15.8 9.7 / 17.4 10.8 / 19.1 12.0 / 20.9 13.3 / 22.8 14.7 / 24.9
Simple
1751
2085
2448
2840
3262
3690
4047
4429
4837
12 Multiple
1346
1603
1883
2185
2454
2678
2912
3157
3414
Min. Bearing 4.6 / 8.9 5.5 / 10.6 6.5 / 12.4 7.5 / 14.4 8.6 / 16.2 9.7 / 17.7 10.7 / 19.2 11.7 / 20.8 12.8 / 22.5
Simple
1282
1528
1794
2082
2392
2722
3075
3440
3786
14 Multiple
985
1174
1379
1601
1839
2094
2358
2545
2740
Min. Bearing 3.9 / 7.6 4.7 / 9.0 5.5 / 10.6 6.4 / 12.3 7.4 / 14.1 8.4 / 16.1 9.5 / 18.1 10.6 / 19.6 11.6 / 21.1
Simple
979
1166
1370
1590
1827
2071
2325
2593
2875
16 Multiple
751
895
1052
1221
1404
1598
1806
2026
2258
Min. Bearing 3.4 / 6.6 4.1 / 7.9 4.8 / 9.2 5.6 / 10.7 6.4 / 12.3 7.3 / 14.1 8.2 / 15.9 9.1 / 17.8 10.1 / 19.9
Simple
770
918
1079
1249
1426
1613
1811
2020
2240
18 Multiple
590
704
828
961
1105
1259
1422
1596
1779
Min. Bearing 3.0 / 5.8 3.6 / 7.0 4.3 / 8.2 4.9 / 9.5 5.6 / 10.9 6.4 / 12.4 7.2 / 14.1 8.0 / 15.8 8.9 / 17.6
Simple
621
741
866
998
1139
1289
1447
1614
1790
20 Multiple
476
567
667
775
891
1016
1148
1288
1437
Min. Bearing 2.7 / 5.2 3.3 / 6.2 3.8 / 7.3 4.4 / 8.5 5.0 / 9.8 5.7 / 11.2 6.4 / 12.6 7.1 / 14.2 7.9 / 15.8
Simple
478
605
706
814
929
1051
1181
1317
1461
22 Multiple
391
466
549
638
733
836
945
1061
1183
Min. Bearing 2.3 / 4.7 2.9 / 5.6 3.4 / 6.6 3.9 / 7.7 4.5 / 8.9 5.1 / 10.1 5.7 / 11.4 6.4 / 12.8 7.1 / 14.3
Simple
365
477
585
675
771
872
980
1094
1213
24 Multiple
326
389
458
533
613
699
790
888
990
Min. Bearing 1.9 / 4.3 2.5 / 5.1 3.1 / 6.0 3.6 / 7.0 4.1 / 8.1 4.6 / 9.2 5.2 / 10.4 5.8 / 11.7 6.4 / 13.1
Simple
284
372
476
568
648
734
825
921
1022
26 Multiple
276
330
388
451
520
593
670
753
840
Min. Bearing 1.6 / 3.9 2.1 / 4.7 2.7 / 5.5 3.2 / 6.4 3.7 / 7.4 4.2 / 8.5 4.7 / 9.6 5.3 / 10.8 5.8 / 12.0
Simple
225
295
377
474
552
625
703
785
871
28 Multiple
236
282
332
387
445
508
575
644
715
Min. Bearing 1.5 / 3.6 1.8 / 4.3 2.3 / 5.1 2.9 / 6.0 3.4 / 6.9 3.8 / 7.8 4.3 / 8.8 4.8 / 9.9 5.4 / 11.0
Simple
180
237
304
382
473
538
605
676
750
30 Multiple
204
244
287
335
386
440
496
554
616
Min. Bearing 1.5 / 3.4 1.6 / 4.0 2.0 / 4.7 2.5 / 5.5 3.1 / 6.4 3.5 / 7.3 4.0 / 8.2 4.5 / 9.1 4.9 / 10.1
Simple
146
192
247
312
386
467
526
587
652
32 Multiple
177
212
251
292
337
383
431
481
534
Min. Bearing 1.5 / 3.1 1.5 / 3.7 1.7 / 4.4 2.2 / 5.1 2.7 / 5.9 3.3 / 6.7 3.7 / 7.6 4.1 / 8.5 4.6 / 9.4
Simple
119
158
204
257
319
390
460
514
571
34 Multiple
155
186
220
257
295
334
377
421
468
Min. Bearing 1.5 / 3.0 1.5 / 3.5 1.5 / 4.1 1.9 / 4.8 2.4 / 5.5 2.9 / 6.2 3.4 / 7.0 3.8 / 7.9 4.3 / 8.7
Simple
98
131
169
214
266
325
393
454
504
36 Multiple
134
165
194
226
259
294
331
371
412
Min. Bearing 1.5 / 3.0 1.5 / 3.3 1.5 / 3.8 1.7 / 4.5 2.1 / 5.1 2.6 / 5.8 3.1 / 6.6 3.6 / 7.3 4.0 / 8.2
Simple
81
109
141
179
223
274
331
396
447
38 Multiple
112
146
173
200
229
261
294
328
365
Min. Bearing 1.5 / 3.0 1.5 / 3.1 1.5 / 3.6 1.5 / 4.2 1.9 / 4.8 2.3 / 5.4 2.8 / 6.1 3.3 / 6.9 3.7 / 7.6
Simple
68
91
119
151
189
232
281
336
398
40 Multiple
94
125
153
178
204
232
261
293
325
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.4 1.5 / 3.9 1.7 / 4.5 2.0 / 5.1 2.5 / 5.7 3.0 / 6.4 3.5 / 7.2
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications.
2. Dry-use conditions.
3. Total load deflection limit = Span/240.
4. Live load 0.67 x Total load 5. Full lateral support on the compression side.
6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
30 23308 14814 30.7 / 48.8 12341 7394 21.7 / 32.5 7394 4921 16.3 / 27.0 5274 3684 13.9 / 24.3 4097 2942 12.6 / 22.6 3171 2448 11.1 / 21.5 2470 1973 9.8 / 19.5 1975 1593 8.7 / 17.5 1612 1312 7.8 / 15.9 1339 1099 7.1 / 14.5 1127 927 6.4 / 13.2 961 790 5.9 / 12.1 828 680 5.5 / 11.2 720 590 5.1 / 10.4 631 517 4.7 / 9.7 557 455 4.4 / 9.0 494 404 4.1 / 8.4 441 360 3.9 / 7.9
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 5-1/2-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing
6 1459 1123 1.5 / 3.0 765 628 1.5 / 3.0
7 1/2 2282 1756 1.9 / 3.7 1279 984 1.5 / 3.0
9 3288 2532 2.8 / 5.3 1844 1419 2.1 / 4.0
9 1/2 3664 2822 3.1 / 5.9 2056 1582 2.3 / 4.4
Glulam Depth (in.)
10 1/2 4478 3448 3.8 / 7.2 2513 1934
11 7/8 5724 4164 4.8 / 8.7 3216 2475
12 5814 4224 4.9 / 8.9 3284 2528
2.8 / 5.4 3.6 / 6.9 3.7 / 7.1
13 1/2 6978 4979 5.9 / 10.4 4159 3201 4.7 / 9.0
14 7401 5247 6.2 / 11.0 4473 3444 5.0 / 9.6
15 8309 5810 7.0 / 12.2 5136 3867 5.7 / 10.8
Simple
388
763
1176 1311 1603 2052 2096
2655
2856
3280
10 Multiple
399
626
904
1008 1232 1578 1612
2042
2197
2524
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.6 / 3.2 1.8 / 3.5 2.2 / 4.3 2.9 / 5.5 2.9 / 5.6 3.7 / 7.1 4.0 / 7.7 4.6 / 8.8
Simple
221
438
761
897
1109 1420 1451
1838
1978
2272
12 Multiple
275
432
624
696
852
1091 1115
1413
1520
1746
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.9 / 3.6 2.4 / 4.6 2.4 / 4.7 3.1 / 5.9 3.3 / 6.4 3.8 / 7.3
Simple
136
272
475
560
759
1039 1062
1346
1448
1664
14 Multiple
182
314
455
508
622
798
815
1033
1112
1278
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 2.0 / 3.9 2.1 / 4.0 2.6 / 5.1 2.8 / 5.4 3.3 / 6.3
Simple
89
179
314
371
504
734
757
1026
1104
1266
16 Multiple
119
238
346
386
473
607
620
787
847
974
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.6 / 3.4 1.7 / 3.5 2.3 / 4.4 2.5 / 4.7 2.8 / 5.4
Simple
60
123
217
257
350
511
527
755
844
984
18 Multiple
81
164
271
302
371
476
486
618
665
765
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.9 / 3.9 2.1 / 4.2 2.5 / 4.8
Simple
--
87
155
184
251
368
380
546
610
753
20 Multiple Min. Bearing
--
117
208
242
298
383
391
497
535
616
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.5 1.7 / 3.7 2.1 / 4.3
Simple 22 Multiple
Min. Bearing Simple 24 Multiple Min. Bearing
--
63
113
135
185
272
281
406
454
561
--
86
153
181
243
314
320
408
439
506
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.5 / 3.4 1.7 / 3.9
--
46
85
101
139
206
213
308
345
428
--
64
115
137
188
261
267
340
366
422
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.5 / 3.5
Simple
--
--
64
77
107
159
164
239
268
332
26 Multiple
--
Min. Bearing
--
Simple
--
28 Multiple
--
Min. Bearing
--
Simple
--
30 Multiple
--
Min. Bearing
--
--
88
105
145
214
221
287
309
356
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.2
--
49
59
83
124
128
187
210
262
--
68
81
113
168
174
245
264
304
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
--
--
46
65
98
101
149
168
209
--
--
64
89
134
138
202
226
263
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
51
78
81
120
135
169
32 Multiple
--
--
--
--
71
107
111
163
183
228
Min. Bearing
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
62
65
97
109
137
34 Multiple
--
--
--
--
--
87
90
133
150
187
Min. Bearing
--
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
50
52
79
89
113
36 Multiple
--
--
--
--
--
71
73
109
123
154
Min. Bearing
--
--
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
--
--
64
73
93
38 Multiple
--
--
--
--
--
--
--
90
102
128
Min. Bearing
--
--
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
--
--
52
60
77
40 Multiple
--
--
--
--
--
--
--
75
85
107
Min. Bearing
--
--
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications.
2. Dry-use conditions.
3. Total load deflection limit = Span/240.
4. Live load 0.67 x Total load 5. Full lateral support on the compression side.
6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
16 9307 6412 7.8 / 13.5 5809 4219 6.5 / 11.8 3733 2873 5.2 / 10.0 2586 1988 4.3 / 8.3 1894 1455 3.7 / 7.1 1433 1109 3.2 / 6.2 1114 872 2.8 / 5.5 889 702 2.5 / 4.9 684 577 2.1 / 4.4 522 481 1.8 / 4.0 406 407 1.5 / 3.7 321 348 1.5 / 3.4 257 299 1.5 / 3.1 208 259 1.5 / 3.0 170 225 1.5 / 3.0 140 190 1.5 / 3.0 115 159 1.5 / 3.0
96 133 1.5 / 3.0
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 5-1/2-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing
16 1/2 9844 6728 8.3 / 14.1 6086 4401 6.8 / 12.3
18 11636 7749 9.8 / 16.3 6972 4973 7.8 / 13.9
19 1/2 13754 8890 11.5 / 18.7 7952 5588 8.9 / 15.6
21 16296 10174 13.7 / 21.3 9041 6250 10.1 / 17.5
Glulam Depth (in.)
22 1/2 19403 11630 16.3 / 24.4
24 23288 13294 19.5 / 27.9
10258 6966
11628 7741
11.5 / 19.5 13.0 / 21.7
25 1/2 26458 15214 22.2 / 31.9 13181 8584 14.7 / 24.0
27 29664 17454 24.9 / 36.6 14955 9504 16.7 / 26.6
28 1/2 33054 20102 27.7 / 42.2 17003 10511 19.0 / 29.4
Simple
3971
4728
5551
6250
6966
7741
8584
9504
10511
10 Multiple
3056
3639
4071
4506
4967
5455
5973
6523
7108
Min. Bearing 5.6 / 10.7 6.6 / 12.7 7.8 / 14.2 8.7 / 15.8 9.7 / 17.4 10.8 / 19.1 12.0 / 20.9 13.3 / 22.8 14.7 / 24.9
Simple
2751
3276
3847
4432
5055
5716
6360
6960
7601
12 Multiple
2115
2520
2959
3434
3857
4208
4576
4961
5365
Min. Bearing 4.6 / 8.9 5.5 / 10.6 6.5 / 12.4 7.4 / 14.4 8.5 / 16.2 9.6 / 17.7 10.7 / 19.2 11.7 / 20.8 12.8 / 22.5
Simple
2015
2383
2777
3199
3649
4126
4632
5165
5726
14 Multiple
1548
1845
2167
2516
2890
3290
3706
4000
4306
Min. Bearing 3.9 / 7.6 4.7 / 9.0 5.4 / 10.6 6.3 / 12.3 7.1 / 14.1 8.1 / 16.1 9.1 / 18.1 10.1 / 19.6 11.2 / 21.1
Simple
1520
1795
2091
2410
2749
3110
3491
3893
4317
16 Multiple
1180
1407
1653
1919
2206
2512
2838
3183
3549
Min. Bearing 3.4 / 6.6 4.0 / 7.9 4.7 / 9.2 5.4 / 10.7 6.2 / 12.3 7.0 / 14.1 7.8 / 15.9 8.7 / 17.8 9.7 / 19.9
Simple
1182
1396
1627
1875
2140
2421
2719
3032
3362
18 Multiple
928
1106
1301
1511
1736
1978
2235
2499
2771
Min. Bearing 3.0 / 5.8 3.5 / 7.0 4.1 / 8.2 4.7 / 9.5 5.4 / 10.9 6.1 / 12.4 6.8 / 14.1 7.6 / 15.7 8.5 / 17.4
Simple
943
1114
1299
1498
1709
1934
2172
2423
2687
20 Multiple
747
892
1049
1218
1401
1592
1789
1996
2214
Min. Bearing 2.6 / 5.2 3.1 / 6.2 3.6 / 7.3 4.2 / 8.5 4.8 / 9.8 5.4 / 11.1 6.1 / 12.5 6.8 / 14.0 7.5 / 15.5
Simple
751
908
1059
1221
1394
1578
1772
1977
2193
22 Multiple
614
733
862
1002
1146
1298
1458
1627
1805
Min. Bearing 2.3 / 4.7 2.8 / 5.6 3.3 / 6.6 3.8 / 7.7 4.3 / 8.8 4.9 / 10.0 5.5 / 11.2 6.1 / 12.5 6.7 / 13.9
Simple
574
749
878
1012
1156
1309
1470
1641
1820
24 Multiple
512
612
720
831
950
1076
1209
1349
1497
Min. Bearing 1.9 / 4.3 2.5 / 5.1 2.9 / 6.0 3.4 / 7.0 3.9 / 8.0 4.4 / 9.0 4.9 / 10.1 5.5 / 11.3 6.1 / 12.6
Simple
447
584
738
851
972
1101
1238
1381
1533
26 Multiple
433
518
605
698
798
904
1017
1135
1260
Min. Bearing 1.6 / 3.9 2.1 / 4.7 2.7 / 5.5 3.1 / 6.3 3.5 / 7.3 4.0 / 8.2 4.5 / 9.2 5.0 / 10.3 5.6 / 11.5
Simple
353
463
593
725
828
938
1054
1177
1306
28 Multiple
371
440
514
594
679
769
865
966
1073
Min. Bearing 1.5 / 3.6 1.8 / 4.3 2.3 / 5.0 2.8 / 5.8 3.2 / 6.6 3.7 / 7.5 4.1 / 8.5 4.6 / 9.5 5.1 / 10.5
Simple
283
372
477
601
712
807
908
1014
1125
30 Multiple
318
377
441
510
583
661
744
831
923
Min. Bearing 1.5 / 3.3 1.6 / 4.0 2.0 / 4.6 2.5 / 5.3 3.0 / 6.1 3.4 / 6.9 3.8 / 7.8 4.3 / 8.7 4.7 / 9.7
Simple
229
302
389
490
607
701
788
881
978
32 Multiple
275
326
382
442
505
573
645
721
801
Min. Bearing 1.5 / 3.1 1.5 / 3.7 1.7 / 4.3 2.2 / 4.9 2.7 / 5.7 3.1 / 6.4 3.5 / 7.2 3.9 / 8.1 4.4 / 9.0
Simple
187
248
320
404
501
613
690
771
856
34 Multiple
240
285
333
386
441
501
564
631
701
Min. Bearing 1.5 / 3.0 1.5 / 3.4 1.5 / 4.0 1.9 / 4.6 2.4 / 5.2 2.9 / 6.0 3.3 / 6.7 3.7 / 7.5 4.1 / 8.3
Simple
154
205
265
336
418
511
608
680
755
36 Multiple
210
250
293
339
388
441
496
555
617
Min. Bearing 1.5 / 3.0 1.5 / 3.1 1.5 / 3.7 1.7 / 4.3 2.1 / 4.9 2.6 / 5.5 3.1 / 6.2 3.4 / 7.0 3.8 / 7.8
Simple
128
171
222
281
350
430
520
603
670
38 Multiple
175
220
258
299
343
390
439
492
547
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.4 1.5 / 4.0 1.9 / 4.6 2.3 / 5.2 2.8 / 5.8 3.2 / 6.5 3.6 / 7.3
Simple
107
143
186
237
296
364
441
528
598
40 Multiple
147
195
229
266
305
347
391
438
487
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.2 1.5 / 3.7 1.7 / 4.3 2.0 / 4.9 2.5 / 5.5 3.0 / 6.1 3.3 / 6.8
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications.
2. Dry-use conditions.
3. Total load deflection limit = Span/240.
4. Live load 0.67 x Total load 5. Full lateral support on the compression side.
6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
30 36627 23280 30.7 / 48.8 19393 11620 21.7 / 32.5 11620 7733 16.3 / 27.0 8288 5790 13.9 / 24.3 6314 4624 12.4 / 22.6 4760 3847 10.7 / 21.5 3708 3057 9.3 / 19.2 2964 2442 8.3 / 17.1 2419 1992 7.4 / 15.3 2009 1652 6.7 / 13.9 1692 1391 6.2 / 12.6 1442 1184 5.6 / 11.6 1242 1019 5.2 / 10.7 1080 885 4.8 / 9.9 946 774 4.5 / 9.2 834 682 4.2 / 8.6 740 605 3.9 / 8.0 661 539 3.7 / 7.5
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 6-3/4-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing Simple 10 Multiple Min. Bearing Simple 12 Multiple Min. Bearing Simple 14 Multiple Min. Bearing Simple 16 Multiple Min. Bearing Simple 18 Multiple Min. Bearing Simple 20 Multiple Min. Bearing Simple 22 Multiple Min. Bearing Simple 24 Multiple Min. Bearing Simple 26 Multiple Min. Bearing Simple 28 Multiple Min. Bearing Simple 30 Multiple Min. Bearing Simple 32 Multiple Min. Bearing Simple 34 Multiple Min. Bearing Simple 36 Multiple Min. Bearing Simple 38 Multiple Min. Bearing Simple 40 Multiple Min. Bearing
6 1790 1378 1.5 / 3.0 939 771 1.5 / 3.0 476 490 1.5 / 3.0 271 337 1.5 / 3.0 167 223 1.5 / 3.0 109 146 1.5 / 3.0 73 100 1.5 / 3.0 51 70 1.5 / 3.0
-------------------------------
7 1/2 2800 2156 1.9 / 3.7 1570 1207 1.5 / 3.0 937 768 1.5 / 3.0 537 530 1.5 / 3.0 334 386 1.5 / 3.0 219 292 1.5 / 3.0 150 202 1.5 / 3.0 106 144 1.5 / 3.0 77 105 1.5 / 3.0 56 78 1.5 / 3.0
-------------------------
9 4035 3107 2.8 / 5.3 2263 1741 2.1 / 4.0 1443 1109 1.6 / 3.2 934 766 1.5 / 3.0 583 559 1.5 / 3.0 386 424 1.5 / 3.0 266 332 1.5 / 3.0 190 255 1.5 / 3.0 139 188 1.5 / 3.0 104 141 1.5 / 3.0 79 108 1.5 / 3.0 60 84 1.5 / 3.0 46 65 1.5 / 3.0
----------------
9 1/2 4497 3463 3.1 / 5.9 2523 1941 2.3 / 4.4 1609 1237 1.8 / 3.5 1101 854 1.5 / 3.0 687 623 1.5 / 3.0 455 474 1.5 / 3.0 315 371 1.5 / 3.0 226 297 1.5 / 3.0 166 223 1.5 / 3.0 124 168 1.5 / 3.0 94 129 1.5 / 3.0 72 100 1.5 / 3.0 56 78 1.5 / 3.0
----------------
Glulam Depth (in.)
10 1/2 5495 4232 3.8 / 7.2 3084 2373 2.8 / 5.4 1967 1512 2.2 / 4.3 1361 1045 1.9 / 3.6 932 763 1.5 / 3.0 619 580 1.5 / 3.0 429 455 1.5 / 3.0 308 365 1.5 / 3.0 227 299 1.5 / 3.0 171 231 1.5 / 3.0 131 178 1.5 / 3.0 101 139 1.5 / 3.0 79 110 1.5 / 3.0 62 87 1.5 / 3.0 49 70 1.5 / 3.0
----------
11 7/8 7024 5111 4.8 / 8.7 3947 3038 3.6 / 6.9 2519 1937 2.9 / 5.5 1743 1339 2.4 / 4.6 1276 979 2.0 / 3.9 900 745 1.6 / 3.4 627 584 1.5 / 3.0 451 470 1.5 / 3.0 334 385 1.5 / 3.0 253 320 1.5 / 3.0 195 262 1.5 / 3.0 152 206 1.5 / 3.0 120 164 1.5 / 3.0 96 132 1.5 / 3.0 76 107 1.5 / 3.0 61 87 1.5 / 3.0 49 71 1.5 / 3.0
----
12 7135 5184 4.9 / 8.9 4030 3102 3.7 / 7.1 2572 1978 2.9 / 5.6 1780 1368 2.4 / 4.7 1303 1000 2.1 / 4.0 930 761 1.7 / 3.5 647 597 1.5 / 3.1 466 480 1.5 / 3.0 345 393 1.5 / 3.0 262 327 1.5 / 3.0 202 271 1.5 / 3.0 157 213 1.5 / 3.0 124 170 1.5 / 3.0 99 136 1.5 / 3.0 79 110 1.5 / 3.0 64 90 1.5 / 3.0 51 74 1.5 / 3.0
----
13 1/2 8564 6111 5.9 / 10.4 5104 3929 4.7 / 9.0 3258 2507 3.7 / 7.1 2256 1734 3.1 / 5.9 1652 1268 2.6 / 5.1 1244 966 2.3 / 4.4 927 758 1.9 / 3.9 670 610 1.5 / 3.5 498 500 1.5 / 3.1 378 417 1.5 / 3.0 293 352 1.5 / 3.0 230 300 1.5 / 3.0 183 248 1.5 / 3.0 147 200 1.5 / 3.0 119 163 1.5 / 3.0
97 134 1.5 / 3.0 79 111 1.5 / 3.0 64 92 1.5 / 3.0
14 9083 6440 6.2 / 11.0 5490 4226 5.0 / 9.6 3505 2697 4.0 / 7.7 2427 1866 3.3 / 6.4 1773 1365 2.8 / 5.4 1334 1039 2.4 / 4.7 1036 816 2.1 / 4.2 749 657 1.7 / 3.7 557 539 1.5 / 3.4 424 449 1.5 / 3.1 328 379 1.5 / 3.0 258 323 1.5 / 3.0 206 276 1.5 / 3.0 165 225 1.5 / 3.0 134 184 1.5 / 3.0 109 151 1.5 / 3.0
90 125 1.5 / 3.0 74 104 1.5 / 3.0
15 10197 7130 7.0 / 12.2 6304 4745 5.7 / 10.8 4025 3097 4.6 / 8.8 2788 2143 3.8 / 7.3 2023 1568 3.2 / 6.3 1522 1195 2.8 / 5.4 1183
939 2.4 / 4.8
925 756 2.1 / 4.3 689 620 1.7 / 3.9 525 517 1.5 / 3.5 407 436 1.5 / 3.2 321 370 1.5 / 3.0 257 317 1.5 / 3.0 207 273 1.5 / 3.0 169 230 1.5 / 3.0 138 189 1.5 / 3.0 114 157 1.5 / 3.0 94 131 1.5 / 3.0
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications. 2. Dry-use conditions. 3. Total load deflection limit = Span/240. 4. Live load 0.67 x Total load 5. Full lateral support on the compression side. 6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
16 11422 7869 7.8 / 13.5 7129 5177 6.5 / 11.8 4582 3526 5.2 / 10.0 3173 2440 4.3 / 8.3 2288 1786 3.7 / 7.1 1722 1361 3.1 / 6.2 1339 1070 2.7 / 5.5 1068
862 2.4 / 4.9
839 708 2.1 / 4.4 640 590 1.8 / 4.0 498 495 1.5 / 3.7 394 420 1.5 / 3.3 315 360 1.5 / 3.1 255 311 1.5 / 3.0 208 270 1.5 / 3.0 171 234 1.5 / 3.0 142 195 1.5 / 3.0 118 163 1.5 / 3.0
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 6-3/4-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing Simple 10 Multiple Min. Bearing Simple 12 Multiple Min. Bearing Simple 14 Multiple Min. Bearing Simple 16 Multiple Min. Bearing Simple 18 Multiple Min. Bearing Simple 20 Multiple Min. Bearing Simple 22 Multiple Min. Bearing Simple 24 Multiple Min. Bearing Simple 26 Multiple Min. Bearing Simple 28 Multiple Min. Bearing Simple 30 Multiple Min. Bearing Simple 32 Multiple Min. Bearing Simple 34 Multiple Min. Bearing Simple 36 Multiple Min. Bearing Simple 38 Multiple Min. Bearing Simple 40 Multiple Min. Bearing
16 1/2 12081 8258 8.3 / 14.1 7469 5401 6.8 / 12.3 4873 3750 5.6 / 10.7 3364 2596 4.6 / 8.9 2427 1900 3.9 / 7.6 1827 1449 3.3 / 6.6 1420 1139 2.9 / 5.8 1133 917 2.6 / 5.2 922 753 2.3 / 4.7 704 626 1.9 / 4.3 548 525 1.6 / 3.9 433 446 1.5 / 3.6 347 382 1.5 / 3.3 281 330 1.5 / 3.0 230 287 1.5 / 3.0 190 252 1.5 / 3.0 157 215 1.5 / 3.0 131 181 1.5 / 3.0
18 14280 9510 9.8 / 16.3 8556 6103 7.8 / 13.9 5802 4466 6.6 / 12.7 3972 3092 5.4 / 10.6 2865 2264 4.6 / 9.0 2157 1727 3.9 / 7.9 1678 1358 3.4 / 7.0 1339 1094 3.1 / 6.2 1091 896 2.7 / 5.6 904 742 2.5 / 5.1 717 622 2.1 / 4.6 568 528 1.8 / 4.2 456 453 1.6 / 3.9 371 392 1.5 / 3.6 304 342 1.5 / 3.3 252 300 1.5 / 3.1 210 264 1.5 / 3.0 176 234 1.5 / 3.0
19 1/2 16880 10911 11.5 / 18.7 9759 6858 8.9 / 15.6 6800 4996 7.7 / 14.2 4626 3632 6.3 / 12.4 3338 2660 5.3 / 10.6 2514 2029 4.6 / 9.2 1956 1596 4.0 / 8.2 1562 1284 3.6 / 7.3 1272 1046 3.2 / 6.6 1055
866 2.9 / 5.9
886 727 2.6 / 5.4 728 617 2.3 / 4.9 586 530 2.0 / 4.5 477 459 1.7 / 4.2 392 400 1.5 / 3.9 326 351 1.5 / 3.6 272 310 1.5 / 3.4 229 275 1.5 / 3.1
21 20000 12487 13.7 / 21.3 11096 7671 10.1 / 17.5 7671 5531 8.7 / 15.8 5328 4215 7.3 / 14.4 3845 3087 6.1 / 12.3 2897 2356 5.3 / 10.7 2254 1854 4.6 / 9.5 1800 1481 4.1 / 8.4 1467 1206 3.7 / 7.6 1216 999 3.3 / 6.8 1023 839 3.0 / 6.2 871 713 2.8 / 5.7 737 612 2.5 / 5.2 601 530 2.2 / 4.8 496 463 1.9 / 4.5 412 407 1.7 / 4.2 345 359 1.5 / 3.9 291 319 1.5 / 3.6
Glulam Depth (in.)
22 1/2 23813 14273 16.3 / 24.4 12590 8549 11.5 / 19.5 8549 6096 9.7 / 17.4 6077 4733 8.3 / 16.2 4386 3547 7.0 / 14.1 3305 2707 6.0 / 12.3 2572 2119 5.3 / 10.9 2054 1691 4.7 / 9.6 1675 1377 4.2 / 8.6 1389 1141 3.8 / 7.8 1169 959 3.5 / 7.1 995 815 3.2 / 6.5 856 700 2.9 / 6.0 743 607 2.7 / 5.5 615 530 2.4 / 5.1 512 466 2.1 / 4.8 430 412 1.9 / 4.5 364 366 1.7 / 4.2
24 28581 16315 19.5 / 27.9 14271 9501 13.0 / 21.7 9501 6695 10.8 / 19.1 6872 5164 9.4 / 17.7 4961 4038 7.9 / 16.1 3738 3081 6.8 / 14.0 2910 2398 6.0 / 12.3 2325 1914 5.3 / 10.9 1896 1560 4.8 / 9.8 1573 1293 4.3 / 8.8 1323 1086 3.9 / 8.0 1127 924 3.6 / 7.4 970 794 3.3 / 6.8 842 689 3.1 / 6.3 736 602 2.9 / 5.8 627 529 2.6 / 5.4 527 468 2.3 / 5.1 447 416 2.0 / 4.7
25 1/2 32471 18671 22.2 / 31.9 16176 10535 14.7 / 24.0 10535 7330 12.0 / 20.9 7713 5616 10.5 / 19.2 5569 4548 8.9 / 18.1 4197 3460 7.7 / 15.8 3268 2693 6.7 / 13.8 2611 2150 6.0 / 12.2 2130 1752 5.3 / 11.0 1767 1453 4.8 / 9.9 1487 1221 4.4 / 9.0 1267 1039 4.0 / 8.3 1090 894 3.7 / 7.6 947 775 3.5 / 7.1 829 677 3.2 / 6.6 730 596 3.0 / 6.1 638 528 2.8 / 5.7 541 469 2.5 / 5.3
27 36406 21421 24.9 / 36.6 18354 11664 16.7 / 26.6 11664 8005 13.3 / 22.8 8542 6089 11.7 / 20.8 6210 4909 9.9 / 19.6 4681 3859 8.5 / 17.6 3645 3004 7.5 / 15.4 2913 2399 6.6 / 13.7 2376 1956 6.0 / 12.3 1972 1622 5.4 / 11.1 1660 1364 4.9 / 10.1 1415 1161 4.5 / 9.3 1218 998 4.2 / 8.5 1058 866 3.9 / 7.9 926 757 3.6 / 7.3 816 667 3.3 / 6.8 724 590 3.1 / 6.4 645 526 2.9 / 6.0
28 1/2 40566 24671 27.7 / 42.2 20868 12900 19.0 / 29.4 12900 8724 14.7 / 24.9 9329 6585 12.8 / 22.5 6884 5284 11.0 / 21.1 5189 4279 9.5 / 19.5 4042 3331 8.3 / 17.1 3230 2661 7.4 / 15.2 2636 2170 6.6 / 13.6 2188 1799 6.0 / 12.3 1842 1514 5.5 / 11.2 1570 1289 5.0 / 10.3 1352 1109 4.6 / 9.5 1175 962 4.3 / 8.8 1029 842 4.0 / 8.2 907 741 3.7 / 7.6 805 657 3.5 / 7.1 718 585 3.3 / 6.7
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications. 2. Dry-use conditions. 3. Total load deflection limit = Span/240. 4. Live load 0.67 x Total load 5. Full lateral support on the compression side. 6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
30 44951 28571 30.7 / 48.8 23801 14261 21.7 / 32.5 14261 9491 16.3 / 27.0 10172 7106 13.9 / 24.3 7591 5675 12.1 / 22.6 5723 4719 10.4 / 21.5 4458 3674 9.1 / 18.8 3563 2935 8.1 / 16.7 2908 2394 7.3 / 15.0 2414 1986 6.6 / 13.6 2033 1671 6.0 / 12.4 1733 1423 5.5 / 11.4 1493 1225 5.1 / 10.5 1297 1063 4.7 / 9.7 1136 930 4.4 / 9.0 1002 819 4.1 / 8.4 889 726 3.9 / 7.9 793 647 3.6 / 7.4
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 8-3/4-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
6
7 1/2
9
Glulam Depth (in.)
9 1/2 10 1/2 11 7/8
12
13 1/2
14
15
Simple
2321 3630 5231 5829 7124
9106
9249
11101 11775 13218
6 Multiple
1786 2794 4028 4489 5486
6625
6720
7921
8348
9243
Min. Bearing 1.5 / 3.0 1.9 / 3.7 2.8 / 5.3 3.1 / 5.9 3.8 / 7.2 4.8 / 8.7 4.9 / 8.9 5.9 / 10.4 6.2 / 11.0 7.0 / 12.2
Simple
1218 2035 2934 3270 3997
5116
5224
6616
7116
8171
8 Multiple
999
1565 2257 2516 3076
3938
4021
5093
5478
6151
Min. Bearing 1.5 / 3.0 1.5 / 3.0 2.1 / 4.0 2.3 / 4.4 2.8 / 5.4 3.6 / 6.9 3.7 / 7.1 4.7 / 9.0 5.0 / 9.6 5.7 / 10.8
Simple
617
1215 1871 2086 2550
3265
3334
4224
4544
5210
10 Multiple
635
996
1438 1603 1961
2511
2564
3249
3496
4015
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.6 / 3.2 1.8 / 3.5 2.2 / 4.3 2.9 / 5.5 2.9 / 5.6 3.7 / 7.1 4.0 / 7.7 4.6 / 8.8
Simple
352
696
1211 1427 1764
2260
2308
2897
3105
3542
12 Multiple
437
687
993
1107 1355
1736
1773
2248
2418
2778
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.9 / 3.6 2.4 / 4.6 2.4 / 4.7 3.1 / 5.9 3.3 / 6.4 3.7 / 7.3
Simple
217
432
756
891
1208
1634
1667
2088
2238
2554
14 Multiple
289
500
724
808
989
1269
1296
1644
1769
2033
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 2.0 / 3.9 2.1 / 4.0 2.6 / 5.1 2.8 / 5.4 3.1 / 6.3
Simple
141
284
500
590
802
1167
1205
1570
1684
1922
16 Multiple
190
379
550
614
752
965
986
1252
1347
1549
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.6 / 3.4 1.7 / 3.5 2.2 / 4.4 2.4 / 4.7 2.7 / 5.4
Simple
95
195
345
409
557
812
839
1202
1308
1494
18 Multiple
129
262
431
481
590
758
774
983
1058
1217
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.9 / 3.9 2.1 / 4.2 2.4 / 4.8
Simple
66
138
247
292
400
585
604
868
971
1191
20 Multiple
91
186
330
386
473
609
622
791
852
978
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.5 1.7 / 3.7 2.1 / 4.3
Simple
46
100
181
215
295
433
448
645
722
893
22 Multiple
65
136
243
289
387
499
510
648
696
795
Min. Bearing 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1 1.5 / 3.4 1.7 / 3.8
Simple
--
73
135
161
222
328
339
490
549
680
24 Multiple
--
101
183
218
299
415
424
535
574
657
Min. Bearing
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.5
Simple
--
54
102
122
170
253
261
380
426
528
26 Multiple Min. Bearing
--
76
140
167
230
340
352
448
481
550
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.1
Simple
--
28 Multiple
--
Min. Bearing
--
Simple
--
30 Multiple
--
Min. Bearing
--
--
78
94
131
197
204
298
335
417
--
108
130
180
267
276
379
407
466
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
--
60
72
103
156
161
237
267
333
--
84
102
142
213
220
321
348
399
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
46
56
81
124
128
190
214
269
32 Multiple
--
Min. Bearing
--
Simple
--
34 Multiple
--
Min. Bearing
--
Simple
--
36 Multiple
--
Min. Bearing
--
--
66
80
113
171
177
259
291
345
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
--
--
--
64
99
103
154
174
219
--
--
--
91
138
143
211
238
298
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
--
--
--
50
79
83
125
142
179
--
--
--
73
112
117
174
196
246
--
--
-- 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
64
66
102
116
147
38 Multiple
--
--
--
--
--
92
95
143
162
204
Min. Bearing
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
Simple
--
--
--
--
--
51
53
83
95
122
40 Multiple
--
--
--
--
--
75
78
119
135
170
Min. Bearing
--
--
--
--
--
1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0 1.5 / 3.0
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications.
2. Dry-use conditions.
3. Total load deflection limit = Span/240.
4. Live load 0.67 x Total load 5. Full lateral support on the compression side.
6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
16 14806 10200 7.8 / 13.5 9241 6711 6.5 / 11.8 5891 4570 5.2 / 10.0 4006 3164 4.2 / 8.3 2889 2315 3.6 / 7.1 2174 1765 3.1 / 6.2 1690 1387 2.7 / 5.5 1348 1108 2.4 / 4.9 1088 901 2.1 / 4.4
830 745 1.8 / 3.9 646 624 1.5 / 3.6 510 529 1.5 / 3.3 408 453 1.5 / 3.0 331 392 1.5 / 3.0 270 341 1.5 / 3.0 222 298 1.5 / 3.0 184 252 1.5 / 3.0 153 211 1.5 / 3.0
March 28, 2013
Page 1 of 1
Allowable Load (plf) for 8-3/4-inch Wide 24F-V4/DF Glulam Floor Beams - 100% Floor Load
Span (ft) Span Type
Simple 6 Multiple
Min. Bearing Simple 8 Multiple Min. Bearing Simple 10 Multiple Min. Bearing Simple 12 Multiple Min. Bearing Simple 14 Multiple Min. Bearing Simple 16 Multiple Min. Bearing Simple 18 Multiple Min. Bearing Simple 20 Multiple Min. Bearing Simple 22 Multiple Min. Bearing Simple 24 Multiple Min. Bearing Simple 26 Multiple Min. Bearing Simple 28 Multiple Min. Bearing Simple 30 Multiple Min. Bearing Simple 32 Multiple Min. Bearing Simple 34 Multiple Min. Bearing Simple 36 Multiple Min. Bearing Simple 38 Multiple Min. Bearing Simple 40 Multiple Min. Bearing
16 1/2 15661 10704 8.3 / 14.1 9682 7001 6.8 / 12.3 6247 4862 5.5 / 10.7 4249 3365 4.5 / 8.9 3064 2463 3.8 / 7.6 2306 1878 3.2 / 6.6 1793 1475 2.8 / 5.8 1430 1176 2.5 / 5.2 1164
956 2.3 / 4.6
913 790 1.9 / 4.2 710 663 1.6 / 3.8 562 562 1.5 / 3.5 450 482 1.5 / 3.2 365 416 1.5 / 3.0 298 362 1.5 / 3.0 246 317 1.5 / 3.0 204 279 1.5 / 3.0 170 234 1.5 / 3.0
18 18512 12328 9.8 / 16.3 11092 7912 7.8 / 13.9 7373 5789 6.5 / 12.7 5016 4009 5.3 / 10.6 3618 2935 4.5 / 9.0 2724 2238 3.8 / 7.9 2119 1744 3.4 / 6.9 1691 1390 3.0 / 6.1 1377 1131 2.7 / 5.5 1141
936 2.4 / 4.9
930 785 2.1 / 4.5 737 666 1.8 / 4.1 592 571 1.6 / 3.8 481 494 1.5 / 3.5 394 430 1.5 / 3.2 326 377 1.5 / 3.0 272 333 1.5 / 3.0 228 295 1.5 / 3.0
19 1/2 21881 14144 11.5 / 18.7 12651 8890 8.9 / 15.6 8587 6476 7.5 / 14.2 5843 4708 6.2 / 12.4 4215 3448 5.2 / 10.6 3174 2615 4.5 / 9.2 2470 2033 3.9 / 8.0 1971 1621 3.5 / 7.1 1606 1320 3.1 / 6.4 1331 1092 2.8 / 5.8 1119
917 2.6 / 5.2
944 779 2.3 / 4.8 760 668 2.0 / 4.4 619 578 1.7 / 4.1 509 504 1.5 / 3.8 422 442 1.5 / 3.5 353 391 1.5 / 3.3 296 346 1.5 / 3.0
21 25925 16187 13.7 / 21.3 14383 9944 10.1 / 17.5 9889 7169 8.7 / 15.8 6729 5464 7.1 / 14.4 4856 4002 6.0 / 12.3 3657 3014 5.1 / 10.6 2846 2344 4.5 / 9.3 2272 1870 4.0 / 8.2 1852 1522 3.6 / 7.4 1535 1261 3.2 / 6.6 1291 1059 3.0 / 6.0 1098
900 2.7 / 5.5
944 772 2.5 / 5.1 780 669 2.2 / 4.7 643 583 1.9 / 4.4 534 512 1.7 / 4.1 448 453 1.5 / 3.8 377 402 1.5 / 3.5
Glulam Depth (in.)
22 1/2 30869 18502 16.3 / 24.4 16320 11082 11.5 / 19.5 11082 7902 9.7 / 17.4 7675 6135 8.1 / 16.2 5539 4568 6.8 / 14.1 4173 3439 5.9 / 12.1 3248 2675 5.1 / 10.6 2594 2135 4.6 / 9.4 2115 1739 4.1 / 8.4 1753 1440 3.7 / 7.6 1475 1210 3.4 / 6.9 1255 1029 3.1 / 6.3 1080
884 2.8 / 5.8
937 766 2.6 / 5.4 797 668 2.4 / 5.0 664 587 2.1 / 4.6 558 519 1.9 / 4.3 471 461 1.7 / 4.1
24 37049 21149 19.5 / 27.9 18499 12316 13.0 / 21.7 12316 8678 10.8 / 19.1 8679 6694 9.2 / 17.7 6265 5167 7.7 / 15.9 4720 3891 6.6 / 13.7 3675 3027 5.8 / 12.0 2935 2416 5.2 / 10.6 2394 1969 4.6 / 9.5 1985 1631 4.2 / 8.6 1670 1371 3.8 / 7.8 1422 1166 3.5 / 7.2 1223 1002 3.2 / 6.6 1062
868 3.0 / 6.1
929 759 2.8 / 5.7 813 667 2.6 / 5.3 684 590 2.3 / 4.9 579 524 2.0 / 4.6
25 1/2 41940 24203 22.1 / 31.9 20969 13657 14.7 / 24.0 13657 9502 12.0 / 20.9 9741 7279 10.3 / 19.2 7032 5800 8.7 / 17.8 5300 4369 7.5 / 15.4 4126 3400 6.5 / 13.4 3297 2714 5.8 / 11.9 2689 2212 5.2 / 10.7 2231 1833 4.7 / 9.7 1877 1541 4.3 / 8.8 1599 1311 3.9 / 8.1 1376 1127 3.6 / 7.4 1195
977 3.4 / 6.9
1045 854 3.1 / 6.4 921 751 2.9 / 5.9 816 665 2.7 / 5.6 701 591 2.5 / 5.2
27 46755 27768 24.7 / 36.6 23793 15120 16.7 / 26.6 15120 10377 13.3 / 22.8 10862 7893 11.5 / 20.8 7842 6364 9.7 / 19.6 5911 4873 8.3 / 17.1 4603 3793 7.3 / 15.0 3678 3028 6.5 / 13.3 3000 2469 5.8 / 11.9 2490 2047 5.3 / 10.8 2096 1721 4.8 / 9.8 1785 1465 4.4 / 9.0 1537 1260 4.1 / 8.3 1335 1093 3.8 / 7.7 1168
955 3.5 / 7.1
1030 841 3.3 / 6.7 913 744 3.0 / 6.2 814 662 2.9 / 5.8
DESIGN ASSUMPTIONS: 1. SPAN is the on-center distance between supports and is valid for simple span applications. 2. Dry-use conditions. 3. Total load deflection limit = Span/240. 4. Live load 0.67 x Total load 5. Full lateral support on the compression side. 6. The values are based on the design properties listed in EWS Y117 and are in addition to the beam weight (assumed 35 pcf).
28 1/2 51816 31980 27.3 / 42.2 27051 16723 19.0 / 29.4 16723 11309 14.7 / 24.9 12040 8536 12.7 / 22.5 8694 6850 10.7 / 21.1 6553 5403 9.2 / 19.0 5104 4206 8.1 / 16.6 4079 3359 7.2 / 14.8 3328 2739 6.4 / 13.2 2762 2271 5.8 / 12.0 2325 1910 5.3 / 10.9 1981 1626 4.9 / 10.0 1706 1399 4.5 / 9.2 1482 1214 4.2 / 8.5 1298 1062 3.9 / 7.9 1144
935 3.6 / 7.4
1015 828 3.4 / 6.9 905 737 3.2 / 6.5
30 57123 37036 30.1 / 48.8 30853 18486 21.7 / 32.5 18486 12303 16.3 / 27.0 13186 9211 13.9 / 24.3 9587 7356 11.8 / 22.6 7227 5959 10.2 / 21.0 5629 4640 8.9 / 18.4 4499 3706 7.9 / 16.3 3672 3022 7.1 / 14.6 3048 2507 6.4 / 13.2 2566 2109 5.9 / 12.1 2187 1796 5.4 / 11.1 1884 1545 5.0 / 10.2 1637 1341 4.6 / 9.4 1434 1173 4.3 / 8.8 1264 1033 4.0 / 8.2 1122
916 3.7 / 7.6
1001 816 3.5 / 7.2
March 28, 2013
Page 1 of 1
................
................
In order to avoid copyright disputes, this page is only a partial summary.
To fulfill the demand for quickly locating and searching documents.
It is intelligent file search solution for home and business.
Related download
- ccna4 module 1 challenge lab 1 netlab friendly tec
- utah black bear annual report 2020
- place first name last name grade school game 1 game 2 game
- registered enrolled voters statewide
- peggy malone associates inc 888 247 8602
- sexually transmitted disease surveillance in south dakota
- how to find your sharp copier s ip address
- blood alcohol level notre dame college
- adc institutional capacity committed population 1 nov 19
- results all participants february 24 2022 place first