Boise Cascade Engineered Wood Products
Southern Engineered Wood Products Specifier Guide
Versa-Lam Beam Floor PLF Tables
Southern Engineered Wood Products Specifier Guide
| Southern EWP Specifier Guide - Versa-Lam Floor Beams |
|---|
2800Fb(100%)
KEY TO TABLE:
Top figure = Maximum total load - limits deflection to L/240.
Middle figure = Maximum live load - limits deflection to L/360.
Bottom figure = Minimum required bearing length in inches.
| Allowable Loads (in Pounds per Linear Foot) | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Design Span (ft) |
1 3/4" Width | 3 1/2" Width | 5 1/4" Width | |||||||||||||||
| 7 1/4 | 9 1/2 | 11 7/8 | 14 | 16 | 18 | 9 1/2 | 11 7/8 | 14 | 16 | 18 | 20 | 9 1/2 | 11 7/8 | 14 | 16 | 18 | 20 | |
6 |
841 |
1401 |
1964 |
2539 |
3192 |
3990 |
2802 |
3928 |
5078 |
6384 |
7980 |
9975 |
4202 |
5892 |
7617 |
9576 |
11970 |
14963 |
8 |
473 |
788 |
1201 |
1639 |
1995 |
2394 |
1576 |
2402 |
3278 |
3990 |
4788 |
5700 |
2364 |
3603 |
4917 |
5985 |
7182 |
8550 |
10 |
247 |
504 |
769 |
1049 |
1350 |
1686 |
1009 |
1537 |
2098 |
2700 |
3373 |
3990 |
1513 |
2306 |
3147 |
4050 |
5059 |
5985 |
11 |
186 |
417 |
635 |
867 |
1116 |
1394 |
625 |
1270 |
1734 |
2231 |
2787 |
3401 |
1250 |
1906 |
2601 |
3347 |
4181 |
5102 |
12 |
143 |
322 |
534 |
728 |
937 |
1171 |
643 |
1068 |
1457 |
1875 |
2342 |
2858 |
965 |
1601 |
2185 |
2812 |
3513 |
4287 |
13 |
112 |
253 |
455 |
621 |
799 |
998 |
506 |
910 |
1241 |
1598 |
1996 |
2435 |
759 |
1364 |
1862 |
2396 |
2993 |
3653 |
14 |
90 |
203 |
392 |
535 |
689 |
860 |
405 |
784 |
1070 |
1377 |
1721 |
2100 |
608 |
1176 |
1606 |
2066 |
2581 |
3149 |
15 |
73 |
165 |
322 |
466 |
600 |
749 |
329 |
643 |
932 |
1200 |
1499 |
1829 |
494 |
965 |
1399 |
1800 |
2248 |
2743 |
16 |
60 |
136 |
265 |
410 |
527 |
659 |
271 |
530 |
820 |
1055 |
1317 |
1608 |
407 |
795 |
1229 |
1582 |
1976 |
2411 |
17 |
50 |
113 |
221 |
362 |
467 |
583 |
226 |
442 |
724 |
934 |
1167 |
1424 |
339 |
663 |
1086 |
1401 |
1750 |
2136 |
18 |
42 |
95 |
186 |
305 |
417 |
520 |
191 |
372 |
610 |
833 |
1041 |
1270 |
286 |
558 |
915 |
1250 |
1561 |
1905 |
19 |
36 |
81 |
158 |
259 |
374 |
467 |
162 |
316 |
519 |
748 |
934 |
1140 |
243 |
475 |
778 |
1122 |
1401 |
1710 |
20 |
31 |
69 |
136 |
222 |
332 |
422 |
139 |
271 |
445 |
664 |
843 |
1029 |
208 |
407 |
667 |
996 |
1265 |
1543 |
22 |
23 |
52 |
102 |
167 |
249 |
348 |
104 |
204 |
334 |
499 |
697 |
850 |
157 |
306 |
501 |
748 |
1045 |
1275 |
24 |
18 |
40 |
79 |
129 |
192 |
273 |
80 |
157 |
257 |
384 |
547 |
714 |
121 |
236 |
386 |
576 |
820 |
1072 |
26 |
14 |
32 |
62 |
101 |
151 |
215 |
63 |
124 |
202 |
302 |
430 |
590 |
95 |
185 |
304 |
453 |
645 |
885 |
28 |
11 |
25 |
49 |
81 |
121 |
172 |
51 |
99 |
162 |
242 |
344 |
472 |
76 |
148 |
243 |
363 |
517 |
709 |
30 |
9 |
21 |
40 |
66 |
98 |
140 |
41 |
80 |
132 |
197 |
280 |
384 |
62 |
121 |
198 |
295 |
420 |
576 |
NOTES FOR ALLOWABLE LOAD TABLES
- Assumes design span is equal to the clear span plus one-half of the required bearing length at each end.
- Bearing length shown is required at each end and is based on the allowable bearing stress of the beam (900 psi). A longer bearing length may be required to meet additional design considerations or to account for a weaker bearing material.
- The bearing lengths shown are based on allowable total load and may be reduced proportionally for lighter loads.
- The bearing lengths shown are based on bearing across the full width of the beam and the allowable total load. Lengths may be reduced proportionally for lighter loads.
- Continuous lateral support at the top of the beams is assumed.
- For 7" wide members, double the 3 1/2" wide values.




