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  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
1051
2.00

1751
1751
3.34

2455
2455
4.68

3174
3174
6.05

3990
3990
7.60

4988
4988
9.50

3502
3502
3.34

4910
4910
4.68

6348
6348
6.05

7980
7980
7.60

9975
9975
9.50

12469
12469
11.88

5253
5253
3.34

7365
7365
4.68

9522
9522
6.05

11970
11970
7.60

14963
14963
9.50

18703
18703
11.88

8

591
482
1.50

985
985
2.50

1501
1501
3.81

2049
2049
5.20

2494
2494
6.33

2993
2993
7.60

1970
1970
2.50

3003
3003
3.81

4098
4098
5.20

4988
4988
6.33

5985
5985
7.60

7125
7125
9.05

2955
2955
2.50

4504
4504
3.81

6146
6146
5.20

7881
7881
6.33

8978
8978
7.60

10688
10688
9.05

10

329
247
1.50

630
556
2.00

961
961
3.05

1311
1311
4.16

1687
1687
5.36

2108
2108
6.69

1261
1111
2.00

1922
1922
3.05

2622
2622
4.16

3375
3375
5.36

4216
4216
6.69

4988
4988
7.92

1891
1667
2.00

2882
2882
3.05

3934
3934
4.16

5062
5062
5.36

6324
6324
6.69

7481
7481
7.92

11

247
186
1.50

521
418
1.82

794
794
2.77

1084
1084
3.78

1395
1395
4.87

1742
1742
6.08

1042
835
1.82

1588
1588
2.77

2167
2167
3.78

2789
2789
4.87

3484
3484
6.08

4251
4251
7.42

1563
1253
1.82

2382
2382
2.77

3251
3251
3.78

4184
4184
4.87

5226
5226
6.08

6377
6377
7.42

12

191
143
1.50

429
322
1.63

667
628
2.54

911
911
3.47

1172
1172
4.46

1464
1464
5.58

857
643
1.63

1334
1256
2.54

1821
1821
3.47

2344
2344
4.46

2928
2928
5.58

3572
3572
6.80

1286
965
1.63

2002
1884
2.54

2732
2732
3.47

3515
3515
4.46

4391
4391
5.58

5358
5358
6.80

13

1150
112
1.50

337
253
1.50

569
494
2.35

776
776
3.20

998
998
4.12

1247
1247
5.15

674
506
1.50

1137
988
2.35

1552
1552
3.20

1997
1997
4.12

2495
2495
5.15

3044
3044
6.28

1012
759
1.50

1706
1482
2.35

2328
2328
3.20

2995
2995
4.12

3742
3742
5.15

4566
4566
6.28

14

120
90
1.50

270
203
1.50

490
396
2.18

669
648
2.97

861
861
3.83

1075
1075
4.78

540
405
1.50

980
791
2.18

1338
1296
2.97

1722
1722
3.83

2151
2151
4.78

2625
2625
5.83

810
608
1.50

1471
1187
2.18

2007
1944
2.97

2583
2583
3.83

3226
3226
4.78

3937
3937
5.83

15

98
73
1.50

219
165
1.50

427
322
2.03

583
527
2.78

750
750
3.57

937
937
4.46

439
329
1.50

854
643
2.03

1166
1054
2.78

1500
1500
3.57

1874
1874
4.46

2286
2286
5.44

658
494
1.50

1281
965
2.03

1748
1581
2.78

2250
2250
3.57

2810
2810
4.46

3429
3429
5.44

16

80
60
1.50

181
136
1.50

353
265
1.79

512
434
2.60

659
648
3.35

823
823
4.18

2362
271
1.50

706
530
1.79

1024
868
2.60

1318
1296
3.35

1647
1647
4.18

2009
2009
5.10

543
407
1.50

1060
795
1.79

1537
1303
2.60

1977
1944
3.35

2470
2470
4.18

3014
3014
5.10

17

67
50
1.50

151
113
1.50

294
221
1.59

454
362
2.45

584
540
3.15

729
729
3.94

302
226
1.50

589
442
1.59

907
724
2.45

1168
1081
3.15

1459
1459
3.94

1780
1780
4.80

452
339
1.50

883
663
1.59

1361
1086
2.45

1752
1621
3.15

2188
2188
3.94

2670
2670
4.80

18

56
42
1.50

127
95
1.50

248
186
1.50

405
305
2.31

521
455
2.98

651
648
3.72

254
191
1.50

496
372
1.50

809
610
2.31

1042
910
2.98

1301
1296
3.72

1588
1588
4.54

381
286
1.50

744
558
1.50

1214
915
2.31

1562
1366
2.98

1952
1944
3.72

2381
2381
4.54

19

48
36
1.50

108
81
1.50

211
158
1.50

346
259
2.08

467
387
2.82

584
551
3.52

216
162
1.50

422
316
1.50

691
519
2.08

935
774
2.82

1168
1102
3.52

1425
1425
4.30

324
243
1.50

633
475
1.50

1037
778
2.08

1402
1161
2.82

1752
1653
3.52

2137
2137
4.30

20

41
31
1.50

93
69
1.50

181
136
1.50

296
222
1.88

422
332
2.68

527
473
3.35

185
139
1.50

362
271
1.50

593
445
1.88

844
664
2.68

1054
945
3.35

1286
1286
4.08

278
208
1.50

543
407
1.50

889
667
1.88

1266
996
2.68

1581
1418
3.35

1929
1929
4.08

22

31
23
1.50

70
52
1.50

136
102
1.50

223
167
1.56

332
249
2.32

436
355
3.04

139
104
1.50

272
204
1.50

445
334
1.56

665
499
2.32

871
710
3.04

1063
974
3.71

209
157
1.50

408
306
1.50

668
501
1.56

997
748
2.32

1307
1065
3.04

1594
1461
3.71

24

24
18
1.50

54
40
1.50

105
79
1.50

171
129
1.50

256
192
1.95

364
273
2.78

107
80
1.50

209
157
1.50

343
257
1.50

512
384
1.95

729
547
2.78

893
750
3.40

161
121
1.50

314
236
1.50

514
386
1.50

768
576
1.95

1093
820
2.78

1340
1125
3.40

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

761
590
3.14

126
95
1.50

247
185
1.50

405
304
1.50

604
453
1.66

860
645
2.37

1141
885
3.14

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

630
472
2.80

101
76
1.50

198
148
1.50

324
243
1.50

484
363
1.50

689
517
2.04

945
709
2.80

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

455
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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