Boise Cascade Engineered Wood Products
Southern Engineered Wood Products Specifier Guide
Versa-Lam Beam Roof PLF (125%) Snow Load Table
Southern Engineered Wood Products Specifier Guide
| Southern EWP Specifier Guide - Versa-Lam Roof Beams |
|---|
2800Fb(125%) Non-Snow Load
KEY TO TABLE:
Top figure = Maximum total load - limits deflection to L/180.
Middle figure = Maximum live load - limits deflection to L/240.
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 |
1051 |
1751 |
2455 |
3174 |
3990 |
4988 |
3502 |
4910 |
6348 |
7980 |
9975 |
12469 |
5253 |
7365 |
9522 |
11970 |
14963 |
18703 |
8 |
591 |
985 |
1501 |
2049 |
2494 |
2993 |
1970 |
3003 |
4098 |
4988 |
5985 |
7125 |
2955 |
4504 |
6146 |
7881 |
8978 |
10688 |
10 |
329 |
630 |
961 |
1311 |
1687 |
2108 |
1261 |
1922 |
2622 |
3375 |
4216 |
4988 |
1891 |
2882 |
3934 |
5062 |
6324 |
7481 |
11 |
247 |
521 |
794 |
1084 |
1395 |
1742 |
1042 |
1588 |
2167 |
2789 |
3484 |
4251 |
1563 |
2382 |
3251 |
4184 |
5226 |
6377 |
12 |
191 |
429 |
667 |
911 |
1172 |
1464 |
857 |
1334 |
1821 |
2344 |
2928 |
3572 |
1286 |
2002 |
2732 |
3515 |
4391 |
5358 |
13 |
1150 |
337 |
569 |
776 |
998 |
1247 |
674 |
1137 |
1552 |
1997 |
2495 |
3044 |
1012 |
1706 |
2328 |
2995 |
3742 |
4566 |
14 |
120 |
270 |
490 |
669 |
861 |
1075 |
540 |
980 |
1338 |
1722 |
2151 |
2625 |
810 |
1471 |
2007 |
2583 |
3226 |
3937 |
15 |
98 |
219 |
427 |
583 |
750 |
937 |
439 |
854 |
1166 |
1500 |
1874 |
2286 |
658 |
1281 |
1748 |
2250 |
2810 |
3429 |
16 |
80 |
181 |
353 |
512 |
659 |
823 |
2362 |
706 |
1024 |
1318 |
1647 |
2009 |
543 |
1060 |
1537 |
1977 |
2470 |
3014 |
17 |
67 |
151 |
294 |
454 |
584 |
729 |
302 |
589 |
907 |
1168 |
1459 |
1780 |
452 |
883 |
1361 |
1752 |
2188 |
2670 |
18 |
56 |
127 |
248 |
405 |
521 |
651 |
254 |
496 |
809 |
1042 |
1301 |
1588 |
381 |
744 |
1214 |
1562 |
1952 |
2381 |
19 |
48 |
108 |
211 |
346 |
467 |
584 |
216 |
422 |
691 |
935 |
1168 |
1425 |
324 |
633 |
1037 |
1402 |
1752 |
2137 |
20 |
41 |
93 |
181 |
296 |
422 |
527 |
185 |
362 |
593 |
844 |
1054 |
1286 |
278 |
543 |
889 |
1266 |
1581 |
1929 |
22 |
31 |
70 |
136 |
223 |
332 |
436 |
139 |
272 |
445 |
665 |
871 |
1063 |
209 |
408 |
668 |
997 |
1307 |
1594 |
24 |
24 |
54 |
105 |
171 |
256 |
364 |
107 |
209 |
343 |
512 |
729 |
893 |
161 |
314 |
514 |
768 |
1093 |
1340 |
26 |
19 |
42 |
82 |
135 |
201 |
287 |
84 |
165 |
270 |
403 |
573 |
761 |
126 |
247 |
405 |
604 |
860 |
1141 |
28 |
15 |
34 |
66 |
108 |
161 |
230 |
67 |
132 |
216 |
322 |
459 |
630 |
101 |
198 |
324 |
484 |
689 |
945 |
30 |
12 |
27 |
54 |
88 |
131 |
187 |
455 |
107 |
176 |
262 |
373 |
512 |
82 |
161 |
263 |
393 |
560 |
768 |
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.




