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  Boise Cascade Engineered Wood Products   Western Engineered Wood Products Specifier Guide  

Versa-Lam Beam Roof PLF (115%) Snow Load Table

   

Western Engineered Wood Products Specifier Guide

Western EWP Specifier Guide - Versa-Lam Roof Beams

2800Fb(115%) 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

967
967
1.84

1611
1611
3.07

2259
2259
4.30

2920
2920
5.56

3671
3671
6.99

4589
4589
8.74

3222
3222
3.07

4517
4517
4.30

5840
5840
5.56

7342
7342
6.99

9177
9177
8.74

11471
11471
10.93

4833
4833
3.07

6776
6776
4.30

8760
8760
5.56

11012
11012
6.99

13766
13766
8.74

17207
17207
10.93

8

544
482
1.50

906
906
2.30

1381
1381
3.51

1885
1885
4.79

2294
2294
5.83

2753
2753
6.99

1812
1812
2.30

2762
2762
3.51

3770
3770
4.79

4589
4589
5.83

5506
5506
6.99

6555
6555
8.32

2718
2718
2.30

4143
4143
3.51

5655
5655
4.79

6883
6883
5.83

8259
8259
6.99

9833
9833
8.32

10

329
247
1.50

580
556
1.84

884
884
2.81

1206
1206
3.83

1552
1552
4.93

1939
1939
6.16

1160
1111
1.84

1768
1768
2.81

2413
2413
3.83

3105
3105
4.93

3878
3878
6.16

4589
4589
7.28

1740
1667
1.84

2652
2652
2.81

3619
3619
3.83

4657
4657
4.93

5818
5818
6.16

6883
6883
7.28

11

247
186
1.50

479
418
1.67

731
731
2.55

997
997
3.48

1283
1283
4.48

1603
1603
5.60

959
835
1.67

1461
1461
2.55

1994
1994
3.48

2566
2566
4.48

3205
3205
5.60

3911
3911
6.83

1438
1253
1.67

2192
2192
2.55

2991
2991
3.48

3849
3849
4.48

4808
4808
5.60

5867
5867
6.83

12

191
143
1.50

403
322
1.53

614
614
2.34

838
838
3.19

1078
1078
4.11

1347
1347
5.13

805
482
1.53

1228
1228
2.34

1675
1675
3.19

2156
2156
4.11

2693
2693
5.13

3286
3286
6.26

1208
965
1.53

1842
1842
2.34

2513
2513
3.19

3234
3234
4.11

4040
4040
5.13

4930
4930
6.26

13

150
112
1.50

337
253
1.50

523
494
2.16

714
714
2.95

919
919
3.79

1147
1147
4.74

674
506
1.50

1046
988
2.16

1428
1428
2.95

1837
1837
3.79

2295
2295
4.74

2800
2800
5.78

1012
759
1.50

1569
1482
2.16

2141
2141
2.95

2756
2756
3.79

3442
3442
4.74

4200
4200
5.78

14

120
90
1.50

270
203
1.50

451
396
2.00

615
615
2.74

792
792
3.52

989
989
4.40

540
405
1.50

902
791
2.00

1231
1231
2.74

1584
1584
3.52

1979
1979
4.40

2415
2415
5.37

810
608
1.50

1353
1187
2.00

1846
1846
2.74

2376
2376
3.52

2968
2968
4.40

3622
3622
5.37

15

98
73
1.50

219
165
1.50

393
322
1.87

536
527
2.55

690
690
3.29

862
862
4.10

439
329
1.50

786
643
1.87

1072
1054
2.55

1380
1380
3.29

1724
1724
4.10

2103
2103
5.01

658
494
1.50

1179
965
1.87

1608
1581
2.55

2070
2070
3.29

2586
2586
4.10

3155
3155
5.01

16

80
60
1.50

181
136
1.50

345
265
1.75

471
434
2.39

606
606
3.08

758
758
3.85

362
271
1.50

691
530
1.75

942
868
2.39

1213
1213
3.08

1515
1515
3.85

1849
1849
4.69

543
407
1.50

1036
795
1.75

1414
1303
2.39

1819
1819
3.08

2273
2273
3.85

2773
2773
4.69

17

67
50
1.50

151
113
1.50

294
221
1.59

417
362
2.25

537
537
2.90

671
671
3.62

302
226
1.50

589
442
1.59

835
724
2.25

1074
1074
2.90

1342
1342
3.62

1638
1638
4.42

452
339
1.50

883
663
1.59

1252
1086
2.25

1612
1612
2.90

2013
2013
3.62

2456
2456
4.42

18

56
42
1.50

127
95
1.50

248
186
1.50

372
305
2.13

479
455
2.74

599
599
3.42

254
191
1.50

496
372
1.50

745
610
2.13

958
910
2.74

1197
1197
3.42

1461
1461
4.17

381
286
1.50

744
558
1.50

1117
915
2.13

1437
1366
2.74

1796
1796
3.42

2191
2191
4.17

19

48
36
1.50

108
81
1.50

211
158
1.50

334
259
2.02

430
387
2.59

537
537
3.24

216
162
1.50

422
316
1.50

668
519
2.02

860
774
2.59

1074
1074
3.24

1311
1311
3.95

324
243
1.50

633
475
1.50

1002
778
2.02

1290
1161
2.59

1612
1612
3.24

1966
1966
3.95

20

41
31
1.50

93
69
1.50

181
136
1.50

296
222
1.88

388
332
2.46

485
473
3.08

185
139
1.50

362
271
1.50

593
445
1.88

776
664
2.46

970
945
3.08

1183
1183
3.76

278
208
1.50

543
407
1.50

889
667
1.88

1164
996
2.46

1454
1418
3.08

1775
1775
3.76

22

31
23
1.50

70
52
1.50

136
102
1.50

223
167
1.56

321
249
2.24

401
355
2.80

139
104
1.50

272
204
1.50

445
334
1.56

641
499
2.24

801
710
2.80

978
974
3.41

209
157
1.50

408
306
1.50

668
501
1.56

962
748
2.24

1202
1065
2.80

1467
1461
3.41

24

24
18
1.50

54
40
1.50

105
79
1.50

171
129
1.50

256
192
1.95

337
273
2.57

107
80
1.50

209
157
1.50

343
257
1.50

512
384
1.95

673
547
2.57

822
750
3.13

161
121
1.50

314
236
1.50

514
386
1.50

768
576
1.95

1010
820
2.57

1232
1125
3.13

26

19
14
1.50

42
32
1.50

82
62
1.50

135
101
1.50

201
151
1.66

287
215
2.37

84
63
1.50

165
124
1.50

270
202
1.50

403
302
1.66

573
430
2.37

700
590
2.89

126
95
1.50

247
185
1.50

405
304
1.50

604
453
1.66

860
645
2.37

1050
885
2.89

28

15
11
1.50

34
25
1.50

66
49
1.50

108
81
1.50

161
121
1.50

230
172
2.04

67
51
1.50

132
99
1.50

216
162
1.50

322
242
1.50

459
344
2.04

604
472
2.68

101
76
1.50

198
148
1.50

324
243
1.50

484
363
1.50

689
517
2.04

905
709
2.68

30

12
9
1.50

27
21
1.50

54
40
1.50

88
66
1.50

131
98
1.50

187
140
1.78

55
41
1.50

107
80
1.50

176
132
1.50

262
197
1.50

373
280
1.78

512
384
2.44

82
62
1.50

161
121
1.50

263
198
1.50

393
295
1.50

560
420
1.78

768
576
2.44

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.



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