TimberStrand, Microllam, and Parallam Beams

Transcription

#TJ-9505
BEAMS, HEADERS,
AND COLUMNS
Featuring Trus Joist® TimberStrand® LSL,
Microllam® LVL, and Parallam® PSL
•Uniform and Predictable
•Minimal Bowing, Twisting,
and Shrinking
•Strong and Straight
•Limited Product Warranty
SPECIFIER’S GUIDE
WESTERN
CANADA
Why Choose Trus Joist® Beams, Columns, and Headers?
•Reliable performance
•Consistent quality and dependable uniformity
•Flexible solutions for your beam and header needs
•Backed by a limited product warranty
Using advanced technology, Weyerhaeuser manufactures engineered lumber that
is consistently straight and strong, and that resists bowing, twisting, and shrinking.
That means less waste, easier installation, and higher design values for starters; plus
fewer callbacks, shorter cycle times, more design flexibility, and lower overall installed
cost in the end. Trus Joist® TimberStrand® LSL, Microllam® LVL, and Parallam® PSL
are structural solutions you can count on—guaranteed.
This guide features Trus Joist® engineered lumber in the
following widths and depths:
TimberStrand® LSL
The products in this guide are readily
available through our n
ationwide
network of distributors and dealers. For
more information on other applications
or other Trus Joist® products, contact
your Weyerhaeuser representative.
TABLE OF CONTENTS
General Assumptions
3
Design Properties
4
Floor and/or Snow Load Tables
TimberStrand® LSL 5
Microllam® LVL 6–7
Parallam® PSL
8–9
Beam Details 10
Window and Door Header Details 10–11
Nailing on Narrow Face 11
Allowable Holes
12
Bearing Length Requirements
12
Tapered End Cuts 13
Multiple-Member Connections 14–16
Header Design Example Problem 16
Parallam® PSL Columns 17
Product Warranty 20
1.55E TimberStrand® LSL header and beam sizes:
Widths: 1¾" and 3½"
Depths: 9½", 117⁄8", 14", and 16"
Microllam® LVL
2.0E Microllam® LVL header and beam sizes:
Width: 1¾"
Depths: 5
½", 7¼", 9¼", 9½", 11¼", 117⁄8", 14", 16", 18", and 20"
Parallam® PSL
2.2E Parallam® PSL header and beam sizes:
Widths: 3½", 5¼", and 7"
Depths: 9¼", 9½", 11¼", 117⁄8", 14", 16", and 19"
1.8E Parallam® PSL column and post sizes:
31⁄2" x 31⁄2"
31⁄2" x 51⁄4"
31⁄2" x 7"
51⁄4" x 51⁄4"
51⁄4" x 7"
7" x 7"
For deeper depth Parallam® PSL beams, see the Trus Joist® 2.2E Parallam® PSL Deep Beam
Technical Resource Sheet, #TJ-7501, or contact your Weyerhaeuser representative.
Grades shown are available in Western Canada; some sizes may not be available in your region.
PRODUCT
STORAGE
Protect product from sun and water
CAUTION:
Wrap is slippery when wet or icy
®
Align stickers (2x3 or larger)
directly over support blocks
®
®
®
Use support blocks (6x6 or larger)
at 10' on-centre to keep bundles
out of mud and water
Trus Joist® Beam, Header, and Column Specifier’s Guide (W. Canada) 2
TJ-9505 | July 2016
STRUCTURAL SOLUTIONS
Trus Joist® TimberStrand®
Laminated Strand Lumber (LSL)
•One-piece members reduce labor time
•Every piece is straight and strong
•Unique properties allow you to drill larger holes through
1.55E TimberStrand® LSL. See Allowable Holes on page 12.
Code Evaluations: See CCMC 12627-R
Trus Joist® Microllam®
Laminated Veneer Lumber (LVL)
• Can easily be built up on site to reduce heavy lifting
•Offers reliable and economical solutions for beam and header applications
•Manufacturing process minimizes many of the natural inconsistencies
found in wood
Code Evaluations: See CCMC O8675-R
Trus Joist® Parallam®
Parallel Strand Lumber (PSL)
•Allows long spans for open floor plans without intermediate posts or columns
• Has warm, unique grain that is perfect for applications with exposed beams
• Provides ideal solutions for cantilever and multi-span applications
• Solid sections save time on site assembly
Code Evaluations: See CCMC 11161-R
General Assumptions for Products Shown in this Guide
•Specified strengths and factored resistances are based on Limit
States Design per CSA O86.
•Beams that are 1¾" x 16" and deeper require multiple plies.
•Lateral support is required at bearing and along the span at
24" on-centre, maximum.
•Beams and columns must remain straight to within 5L2⁄4608 (in.) of
true alignment. L is the unrestrained length of the member in feet.
•No camber.
•Bearing lengths are based on each product’s bearing resistance for
applicable grade and orientation.
For applications not covered in this guide, contact your Weyerhaeuser
representative.
•All members 7¼" and less in depth are restricted to a maximum
deflection of 5⁄16".
See pages 14–16 for multiple-member beam connections.
TimberStrand® LSL, Microllam® LVL, and untreated
Parallam® PSL are intended for dry-use applications
TJ-9505 | July 2016
DESIGN PROPERTIES
Factored Resistances(1) (Standard Term)
Grade Width
Design Property
Factored Moment Resistance (ft-lbs)
Factored Shear Resistance (lbs)
Moment of Inertia (in. 4)
Weight (plf)
Weight (plf)
1¾"
1.55E
3½"
2.0E
5½"
Weight (plf)
1¾"
3,535
3,060
24
2.8
7¼"
9¼"
9½"
TimberStrand ® LSL
8,665
5,735
125
5.2
17,325
11,470
250
10.4
Microllam ® LVL
5,915
4,035
56
3.7
9,315
5,150
115
4.7
11¼"
Depth
117⁄8"
14"
16"
13,260
7,170
244
6.5
26,525
14,340
488
13.0
18,155
8,455
400
7.7
36,310
16,905
800
15.3
23,425
9,660
597
8.8
46,850
19,320
1,195
17.5
18"
9,790
5,285
125
4.8
13,420 14,845 20,175 25,875 32,230
6,260 6,610 7,790 8,905 10,015
208
244
400
597
851
5.7
6.1
7.1
8.2
9.2
21,720
10,775
250
10.4
32,580
16,160
375
15.6
43,440
21,545
500
20.8
29,890
12,760
415
12.3
44,840
19,135
623
18.5
59,785
25,515
831
24.6
19"
20"
39,220
11,130
1,167
10.2
Beam
Orientation
Column
Orientation
Parallam ® PSL
Weight (plf)
Weight (plf)
Weight (plf)
3½"
5¼"
2.2E
7"
20,655
10,490
231
10.1
30,980
15,735
346
15.2
41,305
20,980
462
20.2
33,105
13,465
488
13.0
49,660
20,200
733
19.5
66,215
26,935
977
26.0
45,180
15,875
800
15.3
67,775
23,815
1,201
23.0
90,365
31,750
1,601
30.6
58,145
18,145
1,195
17.5
87,220
27,215
1,792
26.3
116,290
36,290
2,389
35.0
80,445
21,545
2,001
20.8
120,665
32,320
3,001
31.2
160,890
43,090
4,001
41.6
Plank
Orientation
(1) For product in beam orientation, unless otherwise noted.
Specified Strengths(1) and Moduli of Elasticity (Standard Term)
Grade
G
Modulus
Orientation Shear
of Elasticity
(psi)
E
Modulus of
Elasticity
(psi)
fb
Flexural
Stress (2)
(psi)
1.55E
Beam
96,875
1.55 x 106
4,295
2.0E
Beam
125,000
2.0 x 106
4,805
1.8E
2.2E
Column
Beam
112,500
137,500
1.8 x 106
2.2 x 106
4,435(8)
5,360
ft
Tension
Stress (3)
(psi)
TimberStrand ® LSL
1,975(7)
Microllam ® LVL
2,870
Parallam ® PSL
3,245
3,750
(1) To obtain factored resistances, apply the appropriate formulae from CSA O86 to the specified
strengths shown.
(2) For 12" depth. For other depths, multiply fb by the appropriate factor as follows:
– For
– For Parallam®
fcll
Compression
Parallel to Grain
(psi)
fv
Horizontal Shear
Parallel to Grain
(psi)
SG
Equivalent
Specific
Gravity (5)
1,455
3,270
575(7)
0.50(6)
1,365
4,005
530
0.50
775(8)
1,135
3,990
4,630(9)
355(8)
540
0.50
0.50
(3) ft has been adjusted to reflect the volume effects for most standard applications.
(4) fc⊥ must not be increased for duration of load.
(5) For lateral connection design only.
(6) Specific gravity of 0.58 may be used for bolts installed perpendicular to face and loaded
perpendicular to grain.
(7) Value accounts for large hole capabilities. See Allowable Holes on page 12.
(8) Value shown is for plank orientation.
(9) For column applications, use a specified strength of 800 psi. Alternatively, refer to CCMC
11161-R, Table 4.4.1, footnote 9.
[]
LVL, multiply by [ ]
PSL, multiply by [ ]
12 0.092
d
12 0.136
d
12 0.111
d
– For TimberStrand® LSL, multiply by
Microllam®
fc⊥
Compression
Perpendicular to Grain (4)
(psi)
TimberStrand® LSL, Microllam® LVL, and untreated Parallam® PSL
are intended for dry-use applications
TJ-9505 | July 2016
FLOOR AND/OR SNOW LOAD TABLES
General Notes
How to Use This Table
1.Calculate the factored and unfactored total load (TL) (neglect beam weight)
and the unfactored live load (LL) on the beam or header in pounds per linear
foot (plf).
■
2.Select appropriate Span (centre-to-centre of bearing).
3.Scan horizontally to find the proper width and a depth that has a capacity that
meets or exceeds actual loads.
■
4.Review bearing length requirements to ensure adequacy.
■
Table is based on:
–Uniform loads (beam weight considered).
– More restrictive of simple or continuous span.
–Deflection criteria of L/360 live load (LL) and L/240 total load (TL).
For a live load deflection limit of L/480, multiply Unfactored Resistance (LL)
by 0.75. For a total load limit of L /180 multiply Unfactored Resistance (TL) by
1.33. The resulting loads must not exceed the Total Factored Resistance shown.
For continuous spans, ratio of short span to long span should be 0.4 or greater to
prevent uplift.
Also General Assumptions on page 3.
1.55E TimberStrand® LSL: Floor and /or Snow—Standard Term (PLF)
Span 4'
5'
6'
8'
9'-6"
10'
12'
14'
16'-6"
18'-6"
20'
Condition
Unfactored Resistance (LL)
Unfactored Resistance (TL)
Total Factored Resistance
Min. End/Int. Bearing (in.)
9½"
*
*
3,351
3.3/8.2
1,658
*
2,452
3.0/7.5
1,049
*
1,919
2.8/7.1
487
726
1,076
2.1/5.3
303
449
761
1.8/4.5
262
388
687
1.7/4.3
156
228
475
1.5/3.5
100
144
347
1.5/3.5
62
87
248
1.5/3.5
44
61
196
1.5/3.5
1¾" Width
117⁄8"
*
*
4,574
4.5/11.3
*
*
3,349
4.1/10.3
*
*
2,589
3.8/9.6
887
*
1,650
3.3/8.1
561
*
1,167
2.7/6.9
487
725
1,053
2.6/6.5
294
434
729
2.2/5.4
190
278
533
1.9/4.7
118
171
382
1.6/3.9
85
121
302
1.5/3.5
68
95
257
1.5/3.5
14"
*
*
4,574
4.5/11.3
*
*
3,657
4.5/11.3
*
*
3,046
4.5/11.3
1,353
*
2,195
4.3/10.8
870
*
1,600
3.8/9.4
760
*
1,443
3.6/9.0
464
689
999
3.0/7.5
303
446
731
2.6/6.4
190
277
524
2.2/5.4
137
198
415
1.9/4.8
109
156
354
1.8/4.5
9½"
*
*
6,702
3.3/8.2
3,317
*
4,903
3.0/7.5
2,098
*
3,837
2.8/7.1
975
1,452
2,153
2.1/5.3
605
897
1,523
1.8/4.5
524
775
1,373
1.7/4.3
311
457
950
1.5/3.5
199
289
694
1.5/3.5
123
175
496
1.5/3.5
88
122
392
1.5/3.5
70
95
334
1.5/3.5
3½" Width
117⁄8"
14"
*
*
*
*
9,145
9,145
4.5/11.3 4.5/11.3
*
*
*
*
6,699
7,311
4.1/10.3 4.5/11.3
*
*
*
*
5,178
6,089
3.8/9.6 4.5/11.3
1,774
2,706
*
*
3,299
4,391
3.3/8.1 4.3/10.8
1,121
1,740
*
*
2,335
3,200
2.7/6.9 3.8/9.4
975
1,520
1,449
*
2,106
2,886
2.6/6.5 3.6/8.9
588
929
868
1,378
1,457
1,998
2.2/5.4 3.0/7.4
380
605
556
892
1,066
1,463
1.9/4.7 2.5/6.4
237
380
342
555
763
1,048
1.6/3.9 2.2/5.4
170
274
242
395
604
830
1.5/3.5 1.9/4.8
135
218
190
312
514
707
1.5/3.5 1.8/4.5
16"
*
*
9,145
4.5/11.3
*
*
7,311
4.5/11.3
*
*
6,089
4.5/11.3
*
*
4,561
4.5/11.3
2,456
*
3,838
4.5/11.3
2,155
*
3,645
4.5/11.3
1,335
*
2,581
3.9/9.6
877
1,299
1,890
3.3/8.3
555
815
1,355
2.8/7.0
401
584
1,073
2.5/6.3
321
464
915
2.3/5.8
9½"
*
*
10,053
3.3/8.2
4,975
*
7,355
3.0/7.5
3,146
*
5,756
2.8/7.1
1,462
2,178
3,229
2.1/5.3
908
1,346
2,284
1.8/4.5
786
1,163
2,060
1.7/4.3
467
685
1,424
1.5/3.5
299
433
1,041
1.5/3.5
185
262
744
1.5/3.5
132
183
588
1.5/3.5
105
142
500
1.5/3.5
5¼" Width (2- or 3-ply)
117⁄8"
14"
16"
*
*
*
*
*
*
13,717 13,717 13,717
4.5/11.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
10,048 10,967 10,967
4.1/10.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
7,767
9,134
9,134
3.8/9.6 4.5/11.3 4.5/11.3
2,660
4,058
*
*
*
*
4,949
6,586
6,842
3.3/8.1 4.3/10.8 4.5/11.3
1,682
2,611
3,685
*
*
*
3,502
4,799
5,757
2.7/6.9 3.8/9.4 4.5/11.3
1,462
2,280
3,232
2,174
*
*
3,158
4,329
5,467
2.6/6.5 3.6/8.9 4.5/11.3
881
1,393
2,002
1,303
2,067
*
2,186
2,997
3,871
2.2/5.4 3.0/7.4 3.9/9.6
569
908
1,316
835
1,339
1,948
1,600
2,194
2,835
1.9/4.7 2.5/6.4 3.3/8.3
355
570
833
513
832
1,223
1,145
1,572
2,032
1.6/3.9 2.2/5.4 2.8/7.0
255
410
602
362
593
877
906
1,244
1,610
1.5/3.5 1.9/4.8 2.5/6.3
203
327
481
285
468
696
771
1,061
1,373
1.5/3.5 1.8/4.5 2.3/5.8
* Indicates Total Factored Resistance value controls.
TJ-9505 | July 2016
foot (plf).
Also see General Notes on page 7.
2.0E Microllam® LVL: Floor and /or Snow—Standard Term (PLF)
Span
Condition
6'
8'
9'-6"
10'
12'
14'
16'-6"
18'-6"
20'
24'
28'
5½"
305
455
782
1.5/3.5
134
154
438
1.5/3.5
80
77
310
1.5/3.5
65
62
279
1.5/3.5
32
29
193
1.5/3.5
7¼"
660
*
1,278
2/5
296
343
735
1.5/3.9
178
175
520
1.5/3.5
146
142
469
1.5/3.5
72
68
324
1.5/3.5
39
35
237
1.5/3.5
9¼"
*
*
1,722
2.7/6.8
585
*
1,159
2.4/6.1
362
539
820
2.1/5.1
313
465
739
2/4.9
186
274
512
1.6/4.1
119
174
374
1.5/3.5
74
106
268
1.5/3.5
53
74
212
1.5/3.5
42
58
180
1.5/3.5
1¾" Width
9½"
*
*
1,781
2.8/7
629
*
1,218
2.6/6.4
390
581
862
2.2/5.4
338
502
777
2/5.1
201
297
538
1.7/4.3
129
188
394
1.5/3.7
80
115
282
1.5/3.5
57
81
223
1.5/3.5
45
63
190
1.5/3.5
11¼"
*
*
2,219
3.5/8.7
992
*
1,534
3.2/8.1
624
*
1,182
3/7.4
542
*
1,066
2.8/7
326
483
738
2.3/5.9
210
309
541
2/5
130
190
387
1.7/4.3
93
134
307
1.5/3.8
74
106
261
1.5/3.5
43
59
179
1.5/3.5
117⁄8"
14"
5½"
611
*
*
911
*
*
2,386
2,859
1,564
3.8/9.4 4.5/11.3 1.5/3.5
267
*
*
308
*
*
1,640
2,024
877
3.4/8.6 4.3/10.6 1.5/3.5
723
160
*
154
*
*
1,308
1,624
620
3.3/8.2 4.1/10.1 1.5/3.5
629
981
131
125
*
*
1,180
1,524
559
3.1/7.8
4/10
1.5/3.5
379
599
64
563
58
*
817
1,112
386
2.6/6.5 3.5/8.8 1.5/3.5
245
390
35
361
29
*
598
814
282
2.2/5.5
3/7.5
1.5/3.5
153
245
18
223
361
12
429
584
201
1.9/4.7 2.6/6.4 1.5/3.5
109
176
158
258
339
463
1.7/4.2 2.3/5.7
87
141
125
204
289
395
1.6/3.9 2.1/5.3
51
83
70
117
199
271
1.5/3.5 1.8/4.4
53
72
197
1.5/3.8
7¼"
1,319
*
2,556
2/5
591
686
1,470
1.5/3.9
357
349
1,040
1.5/3.5
292
285
937
1.5/3.5
143
136
648
1.5/3.5
78
71
474
1.5/3.5
41
33
338
1.5/3.5
26
19
267
1.5/3.5
19
12
227
1.5/3.5
3½" Width (2-ply)
9¼"
9½"
11¼"
*
*
*
*
*
*
3,444
3,562
4,438
2.7/6.8
2.8/7 3.5/8.7
1,169
1,258
1,985
*
*
*
2,318
2,436
3,068
2.4/6.1 2.6/6.4 3.2/8.1
724
781
1248
1,077
1,162
*
1,640
1,724
2,365
2.1/5.1 2.2/5.4
3/7.4
627
676
1,084
931
1,004
*
1,479
1,555
2,133
2/4.9
2/5.1
2.8/7
372
402
651
549
593
965
1,023
1,076
1,477
1.6/4.1 1.7/4.3 2.3/5.9
238
257
420
348
376
618
749
787
1,081
1.5/3.5 1.5/3.7
2/5
147
159
261
212
229
380
536
563
774
1.5/3.5 1.5/3.5 1.7/4.3
105
114
187
148
161
269
424
446
613
1.5/3.5 1.5/3.5 1.5/3.8
84
90
149
116
126
212
361
380
522
1.5/3.5 1.5/3.5 1.5/3.5
49
53
87
64
69
119
247
260
358
1.5/3.5 1.5/3.5 1.5/3.5
31
33
55
37
40
71
178
188
260
1.5/3.5 1.5/3.5 1.5/3.5
TJ-9505 | July 2016
117⁄8"
14"
*
*
*
*
4,773
5,713
3.8/9.4 4.5/11.3
*
*
*
*
3,280
4,047
3.4/8.6 4.3/10.6
1,447
*
*
*
2,616
3,248
3.3/8.2 4.1/10.1
1,258
1,961
*
*
2,360
3,047
3.1/7.8
4/10
758
1,198
1,125
*
1,634
2,224
2.6/6.5 3.5/8.8
490
781
723
*
1,197
1,629
2.2/5.5
3/7.5
305
490
446
721
857
1,168
1.9/4.7 2.6/6.4
219
353
316
515
679
925
1.7/4.2 2.3/5.7
174
282
249
408
579
789
1.6/3.9 2.1/5.3
102
166
141
234
397
543
1.5/3.5 1.8/4.4
65
105
85
144
288
394
1.5/3.5 1.5/3.8
General Notes
■
■
■
Table is based on:
– Deflection criteria of L/360 live load (LL) and L/240 total load (TL).
by 0.75. For a total load limit of L r/180 multiply Unfactored Resistance (TL) by
prevent uplift.
Also see How to Use This Table on page 6 and General Assumptions on page 3.
2.0E Microllam® LVL: Floor and /or Snow—Standard Term (PLF) continued
3½" Width (2-ply)
16"
18"
20"
*
*
*
*
*
*
6'
5,713
5,713
5,713
4.5/11.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
8'
4,279
4,279
4,279
4.5/11.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
9'-6"
3,600
3,600
3,600
4.5/11.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
10'
3,419
3,419
3,419
4.5/11.3 4.5/11.3 4.5/11.3
*
*
*
*
*
*
12'
2,846
2,846
2,846
4.5/11.3 4.5/11.3 4.5/11.3
1,132
1,561
*
*
*
*
14'
2,092
2,437
2,437
3.9/9.7 4.5/11.3 4.5/11.3
716
996
1,331
*
*
*
16'-6"
1,500
1,871
2,064
3.3/8.2 4.1/10.2 4.5/11.3
518
723
971
760
*
*
18'-6"
1,189
1,484
1,808
2.9/7.3 3.6/9.1 4.4/11.1
414
580
781
605
851
*
20'
1,015
1,266
1,543
2.7/6.8 3.4/8.4 4.1/10.3
244
344
466
350
498
678
24'
698
872
1,064
2.3/5.6 2.8/7.0 3.4/8.6
156
220
299
217
311
428
28'
508
635
775
1.9/4.8 2.4/6.0 2.9/7.3
Span
Condition
5½"
916
1,366
2,346
1.5/3.5
401
462
1,315
1.5/3.5
240
231
930
1.5/3.5
196
187
838
1.5/3.5
95
87
579
1.5/3.5
52
43
422
1.5/3.5
27
19
301
1.5/3.5
17
9
237
1.5/3.5
13
4
202
1.5/3.5
7¼"
1,979
*
3,834
2/5
887
1,028
2,205
1.5/3.9
535
524
1,560
1.5/3.5
439
427
1,406
1.5/3.5
215
204
972
1.5/3.5
117
106
711
1.5/3.5
61
50
508
1.5/3.5
39
28
401
1.5/3.5
29
17
341
1.5/3.5
14
3
233
1.5/3.5
9¼"
*
*
5,166
2.7/6.8
1,754
*
3,476
2.4/6.1
1,087
1,616
2,460
2.1/5.1
940
1,396
2,218
2/4.9
558
823
1,535
1.6/4.1
357
522
1,123
1.5/3.5
221
317
804
1.5/3.5
158
223
636
1.5/3.5
125
174
541
1.5/3.5
73
95
371
1.5/3.5
46
55
268
1.5/3.5
9½"
*
*
5,343
2.8/7
1,887
*
3,654
2.6/6.4
1,171
1,742
2,586
2.2/5.4
1,014
1,506
2,332
2/5.1
603
890
1,614
1.7/4.3
386
565
1,181
1.5/3.7
239
344
845
1.5/3.5
171
242
668
1.5/3.5
136
189
569
1.5/3.5
79
104
390
1.5/3.5
50
60
282
1.5/3.5
5¼" Width (3-ply)
11¼"
117⁄8"
14"
16"
18"
20"
*
*
*
*
*
*
*
*
*
*
*
*
6,656
7,159
8,569
8,569
8,569
8,569
3.5/8.7 3.8/9.4 4.5/11.3 4.5/11.3 4.5/11.3 4.5/11.3
2,977
*
*
*
*
*
*
*
*
*
*
*
4,602
4,921
6,071
6,419
6,419
6,419
3.2/8.1 3.4/8.6 4.3/10.6 4.5/11.3 4.5/11.3 4.5/11.3
1,873
2,170
*
*
*
*
*
*
*
*
*
*
3,547
3,924
4,872
5,401
5,401
5,401
3/7.4
3.3/8.2 4.1/10.1 4.5/11.3 4.5/11.3 4.5/11.3
1,626
1,887
2,942
*
*
*
*
*
*
*
*
*
3,199
3,540
4,571
5,129
5,129
5,129
2.8/7
3.1/7.8
4/10 4.5/11.3 4.5/11.3 4.5/11.3
977
1,137
1,798
2,583
*
*
1,448
1,688
*
*
*
*
2,215
2,451
3,336
4,269
4,269
4,269
2.3/5.9 2.6/6.5 3.5/8.8 4.5/11.3 4.5/11.3 4.5/11.3
629
735
1,171
1,698
2,342
*
927
1,084
*
*
*
*
1,622
1,795
2,443
3,138
3,655
3,655
2/5
2.2/5.5
3/7.5
3.9/9.7 4.5/11.3 4.5/11.3
391
458
735
1,074
1,493
1,996
570
669
1,082
*
*
*
1,162
1,286
1,752
2,250
2,807
3,096
1.7/4.3 1.9/4.7 2.6/6.4 3.3/8.2 4.1/10.2 4.5/11.3
280
328
529
777
1,084
1,456
403
474
773
1,140
*
*
920
1,018
1,388
1,784
2,226
2,712
1.5/3.8 1.7/4.2 2.3/5.7 2.9/7.3 3.6/9.1 4.4/11.1
223
262
423
621
870
1,171
318
374
612
907
1,277
*
784
868
1,184
1,522
1,899
2,315
1.5/3.5 1.6/3.9 2.1/5.3 2.7/6.8 3.4/8.4 4.1/10.3
130
153
248
367
516
698
178
211
351
526
746
1,017
538
596
814
1,048
1,308
1,596
1.5/3.5 1.5/3.5 1.8/4.4 2.3/5.6 2.8/7.0 3.4/8.6
83
97
158
234
330
448
107
127
215
326
467
641
389
432
591
761
952
1,162
1.5/3.5 1.5/3.5 1.5/3.8 1.9/4.8 2.4/6.0 2.9/7.3
TJ-9505 | July 2016
foot (plf).
Also see General Notes on page 9.
2.2E Parallam® PSL: Floor and /or Snow—Standard Term (PLF)
Span
Condition
8'
9'-6"
10'
12'
14'
16'-6"
18'-6"
20'
24'
28'
32'
91 ⁄4"
1,286
*
2,467
3.1/7.8
796
1,185
1,818
2.7/6.8
689
1,024
1,639
2.6/6.5
409
604
1,134
2.2/5.4
261
382
830
1.9/4.6
162
232
594
1.6/3.9
115
163
470
1.5/3.5
91
127
400
1.5/3.5
53
70
274
1.5/3.5
33
40
198
1.5/3.5
91 ⁄ 2 "
1,383
*
2,546
3.2/8.1
858
1,278
1,912
2.9/7.2
743
1,104
1,724
2.7/6.8
442
652
1,193
2.3/5.7
283
414
873
2/4.9
175
252
625
1.7/4.1
125
177
494
1.5/3.7
99
138
421
1.5/3.5
57
76
288
1.5/3.5
36
44
208
1.5/3.5
31 ⁄ 2" Width
111 ⁄4"
117⁄ 8"
14"
16"
19"
91 ⁄4"
1,929
*
*
*
*
*
*
*
*
*
*
*
3,124
3,341
3,554
3,554
3,554
3,701
4/9.9 4.2/10.6 4.5/11.3 4.5/11.3 4.5/11.3 3.1/7.8
1,373
1,591
1,195
*
*
*
1,777
*
*
*
*
*
2,536
2,705
2,989
2,989
2,989
2,727
3.8/9.5 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3 2.7/6.8
1,192
1,383
1,034
*
*
*
1,536
*
*
*
*
*
2,376
2,543
2,839
2,839
2,839
2,459
3.8/9.4 4/10.1 4.5/11.3 4.5/11.3 4.5/11.3 2.6/6.5
716
834
1,318
614
*
*
1,061
1,238
906
*
*
*
1,645
1,823
2,362
2,362
2,362
1,702
3.1/7.8 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3 2.2/5.4
461
538
858
1,245
392
*
679
795
574
*
*
*
1,204
1,335
1,825
2,022
2,022
1,245
2.7/6.7
3/7.4 4.1/10.2 4.5/11.3 4.5/11.3 1.9/4.6
287
335
539
787
243
*
418
490
793
349
*
*
862
956
1,308
1,686
1,712
891
2.3/5.7 2.5/6.3 3.4/8.6 4.4/11.1 4.5/11.3 1.6/3.9
205
240
388
569
925
173
296
348
567
836
245
*
683
757
1,036
1,337
1,525
705
2/5.1
2.3/5.6 3.1/7.7
4/9.9 4.5/11.3 1.5/3.5
163
191
309
455
743
137
233
274
449
665
191
*
582
645
884
1,141
1,409
600
1.9/4.7 2.1/5.2 2.8/7.1 3.7/9.1 4.5/11.3 1.5/3.5
95
112
182
268
442
80
131
155
257
385
642
105
399
443
608
785
1,091
411
1.6/3.9 1.7/4.3 2.4/5.9
3/7.6 4.2/10.5 1.5/3.5
60
71
115
171
283
50
78
93
158
239
403
61
289
321
441
571
794
297
1.5/3.5 1.5/3.7
2/5.1
2.6/6.5
3.6/9
1.5/3.5
40
47
78
115
191
34
48
58
101
156
266
36
218
242
333
432
602
223
1.5/3.5 1.5/3.5 1.8/4.4 2.3/5.7 3.2/7.9 1.5/3.5
91 ⁄ 2 "
2,075
*
3,820
3.2/8.1
1,288
1,917
2,868
2.9/7.2
1,115
1,657
2,586
2.7/6.8
663
979
1,790
2.3/5.7
424
621
1,310
2/4.9
262
378
937
1.7/4.1
187
266
742
1.5/3.7
149
208
632
1.5/3.5
86
114
433
1.5/3.5
55
66
312
1.5/3.5
36
39
235
1.5/3.5
51/4" Width
111 ⁄4"
117⁄ 8"
14"
16"
19"
*
*
*
*
*
*
*
*
*
*
4,687
5,012
5,331
5,331
5,331
4/9.9 4.2/10.6 4.5/11.3 4.5/11.3 4.5/11.3
2,059
2,387
*
*
*
*
*
*
*
*
3,804
4,058
4,484
4,484
4,484
3.8/9.5 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3
1,788
2,075
*
*
*
*
*
*
*
*
3,564
3,815
4,259
4,259
4,259
3.8/9.4 4/10.1 4.5/11.3 4.5/11.3 4.5/11.3
1,074
1,251
1,977
*
*
1,592
1,857
*
*
*
2,467
2,734
3,544
3,544
3,544
3.1/7.8 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3
692
808
1,288
1,868
*
1,019
1,192
*
*
*
1,807
2,002
2,737
3,033
3,033
2.7/6.7
3/7.4 4.1/10.2 4.5/11.3 4.5/11.3
430
503
808
1,181
*
627
736
1,190
*
*
1,294
1,434
1,962
2,530
2,569
2.3/5.7 2.5/6.3 3.4/8.6 4.4/11.1 4.5/11.3
308
361
582
854
1,388
444
522
850
1,255
*
1,025
1,136
1,555
2,005
2,287
2/5.1
2.3/5.6 3.1/7.7
4/9.9 4.5/11.3
245
287
464
683
1,115
349
412
674
998
*
873
968
1,326
1,711
2,113
1.9/4.7 2.1/5.2 2.8/7.1 3.7/9.1 4.5/11.3
143
168
273
403
663
196
233
386
578
963
599
665
912
1,178
1,636
1.6/3.9 1.7/4.3 2.4/5.9
3/7.6 4.2/10.5
90
106
173
257
424
117
140
237
359
605
434
482
662
857
1,192
1.5/3.5 1.5/3.7
2/5.1
2.6/6.5
3.6/9
61
71
117
173
287
73
88
152
234
400
327
363
500
648
903
1.5/3.5 1.5/3.5 1.8/4.4 2.3/5.7 3.2/7.9
TJ-9505 | July 2016
General Notes
■
■
■
Table is based on:
– Deflection criteria of L/360 live load (LL) and L/240 total load (TL).
by 0.75. For a total load limit of L/180 multiply Unfactored Resistance (TL) by
prevent uplift.
Also see How to Use This Table on page 8 and General Assumptions on page 3.
2.2E Parallam® PSL: Floor and /or Snow—
Standard Term (PLF) continued
Span
8'
9'-6"
10'
12'
14'
16'-6"
18'-6"
20'
24'
28'
32'
Condition
91 ⁄4"
2,572
*
4,935
3.1/7.8
1,593
2,370
3,636
2.7/6.8
1,378
2,048
3,279
2.6/6.5
818
1,208
2,269
2.2/5.4
523
765
1,660
1.9/4.6
324
465
1,188
1.6/3.9
231
326
940
1.5/3.5
183
255
800
1.5/3.5
107
140
548
1.5/3.5
67
81
396
1.5/3.5
45
48
297
1.5/3.5
91 ⁄ 2 "
2,767
*
5,093
3.2/8.1
1,717
2,556
3,824
2.9/7.2
1,486
2,209
3,449
2.7/6.8
884
1,305
2,387
2.3/5.7
566
828
1,747
2/4.9
350
504
1,250
1.7/4.1
250
354
989
1.5/3.7
198
277
842
1.5/3.5
115
153
577
1.5/3.5
73
89
417
1.5/3.5
49
53
313
1.5/3.5
7" Width
111 ⁄4"
117⁄ 8"
14"
16"
19"
*
*
*
*
*
*
*
*
*
*
6,249
6,683
7,108
7,108
7,108
4/9.9 4.2/10.6 4.5/11.3 4.5/11.3 4.5/11.3
2,746
3,182
*
*
*
*
*
*
*
*
5,072
5,410
5,979
5,979
5,979
3.8/9.5 4.1/10.2 4.5/11.3 4.5/11.3 4.5/11.3
2,385
2,767
*
*
*
*
*
*
*
*
4,752
5,087
5,678
5,678
5,678
3.8/9.4 4/10.1 4.5/11.3 4.5/11.3 4.5/11.3
2,636
1,432
1,668
*
*
2,123
2,476
*
*
*
3,290
3,646
4,725
4,725
4,725
3.1/7.8 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3
922
1,077
1,717
2,490
*
1,359
1,590
*
*
*
2,409
2,670
3,650
4,044
4,044
2.7/6.7
3/7.4 4.1/10.2 4.5/11.3 4.5/11.3
574
671
1,078
1,575
*
836
981
1,587
*
*
1,725
1,913
2,617
3,373
3,425
2.3/5.7 2.5/6.3 3.4/8.6 4.4/11.1 4.5/11.3
411
481
776
1,139
1,851
592
696
1,134
1,673
*
1,366
1,515
2,073
2,674
3,050
2/5.1
2.3/5.6 3.1/7.7
4/9.9 4.5/11.3
1,486
327
383
619
911
466
549
898
1,331
*
1,164
1,291
1,769
2,282
2,818
1.9/4.7 2.1/5.2 2.8/7.1 3.7/9.1 4.5/11.3
191
224
364
537
884
262
310
515
771
1,284
799
887
1,216
1,571
2,182
1.6/3.9 1.7/4.3 2.4/5.9
3/7.6 4.2/10.5
121
142
231
342
566
157
187
316
479
807
579
643
883
1,142
1,589
1.5/3.5 1.5/3.7
2/5.1
2.6/6.5
3.6/9
81
95
156
231
383
97
117
203
312
533
436
484
667
864
1,204
1.5/3.5 1.5/3.5 1.8/4.4 2.3/5.7 3.2/7.9
TJ-9505 | July 2016
BEAM DETAILS
Bearing at Wall
Beam to Beam Connection
Bearing for Door or
Window Header
11⁄8" TJ® Rim Board or
1¼" TimberStrand® LSL
blocking for lateral support
Strap per code if top plate is
not continuous over header
Strap per
code if top
plate is not
continuous
over column
L1
Column
Top mount
hanger
L2
Bearing at Concrete Wall
Face mount
hanger
L3
Bearing at Column
Beam to Column Lateral Brace
TJI® joist
Floor beam
Strap
Steel column
L4
Protect untreated wood from
direct contact with concrete
L5
Verify beam bearing length on page 12 and
column factored resistance on page 17
L14 Suggested lateral bracing detail for beams when
required. Verify beam bearing length on page 12.
WINDOW AND DOOR HEADER DETAILS
2x4 Wall Framing
Full Depth Header
Low Header
High Header
Header
Header
2x_ nailer*
Header
L8
L7
L9
*Double nailer may be required depending
upon the opening size and window type
2x6 Wall Framing
Headers not matching wall thickness may be installed flush to the inside or outside of the wall depending upon sheathing and trim attachment requirements
Low Header
High Header
Double top plate
2x6 wall framing
L11
3½"-wide
header
2x_ framing
at opening
3½"-wide
header
L12
2x_ nailer*
*Double nailer may be required depending upon the opening size and window type
TJ-9505 | July 2016
WINDOW AND DOOR HEADER DETAILS
Dropped Header with Full Lateral Bracing
Framing above must be sheathed to provide
lateral stability to the top of the beam
Main structural header. See pages
14–16 for connecting multiple plies.
One 8d (0.113" x 21/2") nail each side of joist or blocking.
Blocking is required if joist framing is parallel to beam.
Joist spacing must be 24" on-centre or less.
Low header
Nail continuous king studs to the end of the beam using:
– Four 10d (0.131" x 3") nails for beams 117⁄8" deep or less
– Six 10d (0.131" x 3") nails for beams 18" deep or less
– Ten 10d (0.131" x 3") nails for beams greater than 18" deep
L15
Fasten 2x_ plate to low header
with 10d (0.131" x 3") nails at
8" on-centre, staggered
Continuous king stud
Dropped Header with Acceptable Lateral Bracing
4'-0" maximum height cripple wall.
Wall studs at 24" on-centre, maximum.
One 8d (0.113" x 2½") nail each side of joist or blocking.
Blocking is required if joist framing is parallel to beam.
Joist spacing must be 24" on-centre or less.
Fasten 2x_ plate to header below with 10d (0.131" x 3")
nails at 8" on-centre, staggered
Sheathing strength axis
See pages 14–16 for connecting multiple plies
Nail continuous king studs to the end of the beam using:
– Four 10d (0.131" x 3") nails for beams 117⁄8" deep or less
– Six 10d (0.131" x 3") nails for beams 16" deep or less
L16
Rated wall sheathing (7⁄16" nominal) continuous from bottom of
beam to top of wall. Fasten sheathing with 8d (0.113" x 2½") nails
at 6" on-centre at panel edges and 12" on-centre in panel field.
Continuous king stud
When framed as shown above, the following dropped headers are
considered fully braced under uniform-load, simple-span conditions:
Single-ply:
– 1¾" wide headers, 117⁄8" deep or less
– 3½" wide headers, 16" deep or less, with a maximum span of 18'-6"
Multiple-ply:
– Headers up to four 1¾" plies, 117⁄8" deep or less
– Headers up to four 1¾" x 14" plies, with a maximum span of 8'-6"
NAILING ON NARROW FACE
Nails Installed on the Narrow Face
Nail Size
8d (0.131" x 2½") or
10d (0.128" x 3")
10d (0.148" x 3") or
12d (0.148" x 3¼")
16d (0.162" x 3½")
■
Closest On-Centre Spacing Per Row
3½"
1¾"
Microllam ® LVL
TimberStrand ® LSL TimberStrand ® LSL
Parallam ® PSL
3"
3"
4"
3"
4"
3"
5"
4"
6"
3½"
8"
6"
To minimize splitting, member edge distance and spacing between rows shall be 2.5 x nail diameter or 3⁄8", whichever is greater.
Where multiple rows are used, fasteners in adjacent rows must be staggered and the rows must be equally spaced from the
centerline of the narrow face axis.
TJ-9505 | July 2016
ALLOWABLE HOLES
1.55E TimberStrand® LSL Headers and Beams
General Notes
■
2 x diameter of the
largest hole (minimum)
1⁄3
Allowed hole zone
depth
Allowed hole zone suitable for headers and beams
with uniform and/or concentrated loads
anywhere along member.
■
Round holes only.
■
No holes in headers or beams in plank orientation.
1.55E TimberStrand® LSL
8"
Header or Beam Depth
9½"
117⁄8"
14"–16"
8"
■
Microllam® LVL and Parallam® PSL Headers and Beams
See illustration for allowed hole zone.
General Notes
■
Microllam® LVL and
Parallam® PSL hole zone
2 x diameter of the
largest hole (minimum)
1⁄ 3
depth
Allowed hole zone suitable for headers and beams
with uniform loads only.
■
Round holes only.
■
No holes in cantilevers.
■
No holes in headers or beams in plank orientation.
Microllam® LVL and
Parallam® PSL
Microllam® LVL and
Parallam® PSL
allowed hole zone
middle 1⁄3 span
Header or Beam Depth
5½"
7¼"–20"
■
Larger holes in Trus Joist ® structural
composite lumber may be possible;
refer to Forte ® or Javelin ® software.
Maximum Round Hole Size
3"
35⁄8"
45⁄8"
Maximum Round Hole Size
1¾"
2"
See illustration for allowed hole zone.
DO NOT cut, notch, or drill holes in
headers or beams except as indicated
in the illustrations and tables
BEARING LENGTH REQUIREMENTS
Factored
Reaction
(lbs)
6,000
8,000
10,000
12,000
14,000
16,000
18,000
20,000
22,000
24,000
26,000
28,000
30,000
32,000
34,000
1.55E TimberStrand ® LSL
Beam Orientation
Width
1¾"
3½"
5¼"
3"
1½"
1½"
4"
2"
1½"
5"
21⁄2"
1¾"
6"
3"
2"
7"
3½"
2½"
8"
4"
2¾"
4½"
3"
5"
3½"
5½"
3¾"
6"
4"
6½"
4½"
7"
4¾"
7½"
5"
8"
5¼"
5¾"
2.0E Microllam ® LVL
Beam Orientation
Width
1¾"
3½"
5¼"
3¼"
1¾"
1½"
4¼"
2¼"
1½"
5¼"
2¾"
1¾"
6½"
3¼"
2¼"
7½"
3¾"
2½"
4¼"
3"
4¾"
3¼"
5¼"
3½"
6"
4"
6½"
4¼"
7"
4¾"
7½"
5"
8"
5¼"
5¾"
6"
2.2E Parallam ® PSL
Beam Orientation
Width
3½"
5¼"
7"
2"
11/2"
11/2"
23/4"
13/4"
11/2"
31/4"
21/4"
13/4"
4"
23/4"
2"
41/2"
3"
21/4"
51/4"
31/2"
23/4"
53/4"
4"
3"
61/2"
41/4"
31/4"
7"
43/4"
31/2"
73/4"
51/4"
4"
51/2"
41/4"
6"
41/2"
61/2"
43/4"
63/4"
51/4"
71/4"
51/2"
General Notes
■
■
■
■
Minimum bearing length: 11⁄2" at ends, 31⁄2" at
intermediate supports.
Bearing across full beam width required.
Interpolation between reaction loads is permitted
for determining bearing lengths.
Bearing lengths based on the following factored
bearing resistances:
– 1.55E TimberStrand ® LSL: 1,165 psi.
– 2.0E Microllam ® LVL: 1,090 psi.
–2.2E Parallam ® PSL: 905 psi.
TJ-9505 | July 2016
TAPERED END CUTS
Factored Reactions for 3½"(1)
TimberStrand® LSL Headers and Beams (lbs)
Bearing
3½"
Wood Plate(2)
5¼"
Wood Plate (2)
3½"
Column(3)
Beam Depth
9½"–117⁄8"
14"
16"
9½"
117⁄8"–14"
16"
9½"
117⁄8"
14"
16"
4½"
7,535
5"
7,535
7,535
8,775
8,775
9,530
9,530
8,115
8,115
8,870
8,870
8,870
Outside Heel Height D1
5½"
6"
6½"
7"
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
10,285 11,035 11,300 11,300
10,285 11,035 11,300 11,300
10,285 11,035 11,300 11,300
9,620 10,375 11,130 11,470
9,620 10,375 11,130 11,885
9,620 10,375 11,130 11,885
10,375 11,130 11,885
Minimum
3:12 slope
7½"
7,535
7,535
7,535
11,300
11,300
11,300
11,470
12,640
12,640
12,640
8"
7,535
7,535
7,535
11,300
11,300
11,300
11,470
13,395
13,395
13,395
Sloped
end cut
Beam
depth
D1
(1) For 1¾" and 5¼" beams, multiply by 0.5 and 1.5, respectively.
(2) Bearing lengths are based on factored bearing resistance of 615 psi.
(3) Bearing lengths are based on factored bearing resistance of 1,165 psi.
Tapered end cut detailed above
is not allowed with TJI® joists
Factored Reactions for 3½"(1)
Microllam® LVL and Parallam® PSL Headers and Beams (lbs)
Bearing
3½"
Wood
Plate (2)
5¼"
Wood
Plate (2)
3½"
Column (3)
Beam Depth
7¼"
9¼"
9½"
11¼"
117⁄8"
14"
16"
18"
19"
20"
7¼"
9¼"
9½"
11¼"
117⁄8"
14"
16"
18"
19"
20"
7¼"
9¼"
9½"
11¼"
117⁄8"
14"
16"
18"
19"
20"
4½"
7,480
7,480
7,480
7,480
7,480
8,070
8,085
8,085
8,085
8,085
8,085
7,480
7,480
7,480
7,480
7,480
5"
7,535
7,535
7,535
7,535
7,535
7,535
5½"
7,535
7,535
7,535
7,535
7,535
7,535
8,070
8,780
8,780
8,780
8,780
8,780
8,070
9,480
9,480
9,480
9,480
9,480
9,480
8,070
8,175
8,175
8,175
8,175
8,175
8,070
8,870
8,870
8,870
8,870
8,870
Outside Heel Height D1
6"
6½"
7"
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
10,175
10,175
10,175
10,175
10,175
10,175
10,175
8,070
9,565
9,565
9,565
9,565
9,565
9,565
10,295
10,575
10,870
10,870
10,870
10,870
10,870
10,870
10,260
10,260
10,260
10,260
10,260
10,260
10,260
7½"
8"
10"
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
7,535
10,295
10,575
11,300
11,300
11,300
11,300
11,300
11,300
11,300
10,295
10,575
11,300
11,300
11,300
11,300
11,300
11,300
11,300
10,575
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
11,300
10,295
10,575
10,955
10,955
10,955
10,955
10,955
10,955
10,295
10,575
11,125
11,125
11,125
11,125
11,125
11,125
11,125
10,295
10,575
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
11,125
Wood Plate Connection
Sloped
end cut
Beam
depth
D1
Wood plate
Column Connection
Sloped
end cut
Beam
depth
D1
Column
(1) For 13⁄4", 51⁄4", and 7" beams, multiply by 0.5, 1.5, and 2.0, respectively.
(2) Bearing lengths based on a factored bearing resistance of 620 psi.
(3) Bearing lengths based on factored bearing resistance of 905 psi for Microllam® LVL and Parallam® PSL.
General Notes
DO NOT overhang seat cuts on
beams beyond inside face of
support member
No increase for duration of load is permitted above standard term.
■
■
■
No holes or concentrated load within tapered cut.
Table considers only downward loading. Contact your Weyerhaeuser representative for assistance with uplift
loading or other conditions.
TJ-9505 | July 2016
MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS
L17
Factored Uniform Load—Maximum Factored Uniform Load Applied to Either Outside Member (PLF)
Fastener Pattern
Assembly A
Fastener Type
10d (0.128" x 3")
Nail(1)
½" A307
Through Bolt (2)(3)
SDS (3)
USP WS (3)
TrussLOK-EWP™(3)
SDW22(3)(4)
Assembly B
Assembly C
Assembly D
Assembly E
2"
2"
2"
2"
Fastener
13⁄4"
13⁄4"
13⁄4" 31⁄2"
Number On-Centre
Location of Rows Spacing 3½" wide, 2-ply 5¼" wide, 3-ply 5¼" wide, 2-ply
2(5)
12"
575
430
430
As shown
3
12"
865
650
650
24"
780
585
880
–
2
19.2"
975
730
1,095
16"
1,170
880
1,315
Screw Length
3½"
3½"
3½"
24"
870
655
655
As shown
2
19.2"
1,090
815
815
16"
1,305
980
980
24"
905
680
680
As shown
2
19.2"
1,130
850
850
16"
1,355
1,015
1,015
Screw Length
33 ⁄8"
5"
33 ⁄8"
24"
585
550
440
One side
2
19.2"
735
685
550
only
16"
880
825
660
24"
680
625
585
One side
2
19.2"
850
780
730
only
16"
1,020
935
880
Assembly F
2"
2"
13⁄4" 31⁄2" 13⁄4"
31⁄2"
7" wide, 3-ply
385
575
780
975
1,170
3½"
580
725
870
605
755
905
6¾"
490
610
730
555
690
830
7" wide, 2-ply
7" wide, 4-ply
1,560
1,950
2,340
6"
2,040
2,550
3,060
520
650
780
6"
680
850
1,020
765(6)
960(6)
1,150(6)
6¾"
490
610
730
555
690
830
13⁄4"
6¾"
730
915
1,100
1,140
1,425
1,710
(1) Nailed connection values may be doubled for 6" on-centre or tripled for 4" on-centre nail spacing.
(2) Washers required. Bolt holes to be 9⁄16" maximum.
(3) Factored resistance for 24" on-centre bolted or screwed connection values may be doubled for 12" on-centre spacing.
(4) When loading the head side of a SDW22 screw, assemblies A, B, D, and F can be increased by 15%.
(5) For beams up to 14" deep, maximum.
(6) Assembly F is not recommended for TimberStrand® LSL or Parallam® PSL.
General Notes for Side-Loaded Beam Tables
■
■
■
■
■
■
■
■
Uniform Load Design Example
Connections are based on Limit States Design per CSA O86.
Use specific gravity of 0.5 when designing lateral connections.
Values listed are for standard term loading.
When fasteners are required on both sides, stagger fasteners on the second
side so they fall halfway between fasteners on the first side.
Verify adequacy of beam in allowable load tables on pages 5–9.
7" wide beams should be side-loaded only when loads are applied to both sides
of the members (to minimize rotation).
Minimum end distance for bolts and screws is 6".
Beams wider than 7" require special consideration by the design professional
of record.
435 PLF
625 PLF
First, check load tables on pages 5–9 to verify that three pieces can carry the
total factored load of 1,060 plf with proper live load deflection criteria. Total
factored load = (1.25 x dead load) + (1.5 x live load). Maximum f actored load
applied to either outside member is 625 plf. For an assembly of three 1¾"
plies (Assembly B), two rows of 10d (0.128" x 3") nails at 12" on-centre is
good for only 430 plf. Therefore, use three rows of 10d (0.128" x 3") nails at
12" on-centre (good for 650 plf).
Alternatives: Two rows of 1⁄2" bolts or 5" TrussLOK-EWP™ screws at 19.2"
on-centre.
TJ-9505 | July 2016
MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS
L18
Factored Point Load—Maximum Factored Point Load Applied to Either Outside Member (lbs)
Fastener Pattern
Assembly A
Fastener Type
10d (0.128" x 3")
Nail
½" A307
Through Bolt (1)
SDS
USP WS
TrussLOK-EWP™
SDW22(2)
Number of
Fasteners
Location
per Side
6
12
As shown
18
24
4
–
6
8
Screw Length
4
As shown
6
8
4
6
As shown
8
Screw Length
4
One side only
6
8
4
One side only
6
8
Assembly B
Assembly C
Assembly D
Assembly E
2"
2"
2"
2"
13⁄4"
13⁄4" 31⁄2"
13⁄4"
3½" wide, 2-ply
1,730
3,455
5,185
6,910
3,120
4,680
6,240
3½"
3,480
5,220
6,960
3,615
5,425
7,230
33 ⁄8"
2,345
3,515
4,690
2,720
4,080
5,440
5¼" wide, 3-ply 5¼" wide, 2-ply
1,295
1,295
2,590
2,590
3,890
3,890
5,185
5,185
2,340
3,510
3,510
5,265
4,680
7,020
3½"
3½"
2,610
2,610
3,915
3,915
5,220
5,220
2,710
2,710
4,070
4,070
5,425
5,425
5"
33 ⁄8"
2,195
1,760
3,295
2,635
4,390
3,515
2,490
2,340
3,735
3,510
4,980
4,680
Assembly F
2"
2"
13⁄4" 31⁄2" 13⁄4"
31⁄2"
7" wide, 3-ply
7" wide, 2-ply
2,305
3,455
4,610
3,120
4,680
6,240
3½"
2,320
3,480
4,640
2,410
3,615
4,820
6¾"
1,950
2,930
3,905
2,215
3,320
4,425
13⁄4"
7" wide, 4-ply
6,240
9,360
12,480
6"
8,160
12,240
16,320
2,080
3,120
4,160
6"
2,720
4,080
5,440
3,065(3)
4,600(3)
6,135(3)
6¾"
1,950
2,930
3,905
2,215
3,320
4,425
6¾"
2,930
4,390
5,855
4,560
6,840
9,120
(1)Washers required. Bolt holes to be 9⁄16" maximum.
(2)When loading the head side of a SDW22 screw, assemblies A, B, D, and F can be increased by 15%.
(3) Assembly F is not recommended for TimberStrand® LSL or Parallam® PSL.
3,000 lbs
Point Load Design Example
First, verify that a 3-ply, 1¾" x 14" beam can support the factored 3,000 lb
point load and all other loads applied. The factored 3,000 lb point load is
being transferred to the beam with a face mount hanger. For an assembly of
three 1¾" plies (Assembly B), six 5"-long TrussLOK-EWP™ screws are good for
3,295 lbs with a face mount hanger.
14"
Point Load Connector Spacing
4- or 6-Bolt or Screw Connection
½" A307 through bolt, or SDS, USP WS,
TrussLOK-EWP™, or SDW screw, typical
8-Bolt or Screw Connection
½" A307 through bolt, or SDS, USP WS,
TrussLOK-EWP™, or SDW screw, typical
Nail Connection
10d (0.128" x 3" nails, typical.
Stagger to prevent splitting.
2" spacing, typical
1½" minimum
2" minimum at top
and bottom, typical
1½"
minimum
Equal
spacing
½ beam depth
L19 Minimum beam depth is 9½"
for ½" diameter bolts
2" minimum
2" minimum
8"–10"
2" minimum
2" minimum
L20 Minimum beam depth is 117⁄8 "
for ½" diameter bolts
1½" minimum
spacing, typical
L21 There must be an equal number of nails
on each side of the connection
TJ-9505 | July 2016
MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS
Fastener Installation Requirements
Piece
Width
Number
of Plies
2
1¾"
3
Type (1)
10d nails
12d–16d nails
Screws
10d nails
12d–16d nails
Min. Length
3"
3¼"
33∕8" or 3½"
3"
3¼"
33∕8" or 3½"
5"
3"
3¼"
5" or 6"
6¾"
5" or 6"
6¾"
8"
Screws
4
10d nails(3)
12d–16d nails(3)
Screws
3½"
2
Screws
½" bolts
Metric to Imperial Conversions
Fastener
# Rows
3(2)
2(2)
2
3(2)
2(2)
O.C. Spacing
Location
12"
One side
24"
One side
12"
Both sides
2
24"
3(2)
2(2)
12"
2
24"
2
24"
Metric Unit
1 kN
1N
1m
1 mm
1 kg
1N•m
1N•m
1 mm 4
1 Pa
1 kPa
Both sides
One side
One side
(per ply)
Both sides
One side
Both sides
One side
–
Imperial to Metric Conversions
Imperial Unit
1 kip
1 lb
1 ft
1 in.
1 lb mass
1 lb • ft
1 lb • in.
1 in. 4
1 lb/ft 2
1 lb/in. 2
(1)10d nails are 0.128" diameter; 12d–16d nails are 0.148"–0.162" diameter; screws are SDS, USP WS, TrussLOK-EWP™ or SDW.
(2)An additional row of nails is required with depths of 14" or greater.
(3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in ply below.
hen fasteners are required on both sides, stagger
W
fasteners on the second side so they fall halfway
between fasteners on the first side.
Load must be applied evenly
across entire beam width.
Otherwise, use connections
for side-loaded beams
L6
Imperial Conversion
0.2248 kip
0.2248 lb
3.281 ft
0.0394 in.
2.205 lb mass
0.7376 lb • ft
8.851 lb • in.
2.402 x 10-6 in.4
0.0209 lb/ft2
0.1450 lb/in.2
Metric Conversion
4.448 kN
4.448 N
0.3048 m
25.40 mm
0.4536 kg
1.356 N • m
0.1130 N • m
0.4162 x 106 mm4
47.88 Pa
6.895 kPa
Multiple pieces can be nailed or bolted together to form a header
or beam of the required size, up to a maximum width of 7"
HEADER DESIGN EXAMPLE PROBLEM
1.Unfactored live load:
Case 2: 1.0 x 360 + 0.5 x 600 = 660 plf
Case 3: 1.0 x 600 + 0.5 x 360 = 780 plf
Therefore use Case 3 at 780 plf
2.Unfactored total load:
For Cases 2 and 3:
Unfactored dead load = 1.0 x 490 = 490 plf
Unfactored total load = 780 plf + 490 plf = 1,270 plf
Rough
opening
1⁄2
House width
maximum
3.Factored total load:
Case 2: 1.5 x 360 + 0.5 x 600 = 840 plf
Case 3: 1.5 x 600 + 0.5 x 360 = 1,080 plf
Therefore use Case 3 at 1,080 plf
Factored dead load = 1.25 x 490 = 613 plf
Factored total load = 1,080 + 613 = 1,693 plf
House width
Try using a 31⁄2" x 117⁄8" 1.55E TimberStrand® LSL header. See page 5 of this guide.
Determine the size of 1.55E TimberStrand® LSL header required for a 10' rough
opening for the given loads and assumptions:
■
■
■
■
1.55E TimberStrand® LSL: Floor and /or Snow—Standard
Span
House width = 36'
Trussed roof with 24" roof truss overhangs
Roof Load = 30 psf snow + 15 psf dead
Floor Load = 40 psf live + 12 psf dead
10'
12'
Calculated unfactored plf loads acting on the beam (20' roof and 9' floor tributary):
■
■
■
Summary:
Snow = 600 plf
Floor = 360 plf
Dead = 490 plf (includes wall load at 80 plf)
Condition
9½"
524
775
1,373
1.7/4.3
311
457
950
3½" Width
14"
117⁄8"
975
1,520
1,449
*
2,106
2,886
2.6/6.5 3.6/8.9
588
929
868
1,378
1,457
1,998
16"
2,155
*
3,645
4.5/11.3
1,335
*
2,581
9½"
786
1,163
2,060
1.7/4.3
467
685
1,424
5¼" Width
16"
9¼"
2,155
729
*
1,078
3,645
1,957
4.5/11.3 1.7/4.1
1.Unfactored Resistance (LL) = 975 > 780 OK
2.Unfactored Resistance (TL) = 1,449 > 1,270 OK
3.Total Factored Resistance = 2,106 > 1,693 OK
Next, calculate design loads per 2010 NBCC load combinations (primary load and
companion load action).
Therefore, a 3½" x 117⁄8" 1.55E TimberStrand® LSL header is acceptable. The beam
requires 2.6" of bearing at end supports and 6.5" of bearing at intermediate support.
TJ-9505 | July 2016
9½"
786
1,163
2,060
1.7/4.3
11¼"
1,260
1,872
2,848
2.4/5.9
2
117⁄ 8"
1,462
2,174
3,158
2.6/6.5
PARALLAM® PSL COLUMNS
Axial Factored Resistances (lbs) for 1.8E Parallam® PSL
Column
Bearing
Type
On
Column
Base
Effective
Column
Length
6'
7'
8'
9'
10'
12'
14'
16'
18'
20'
22'
24'
Column Size
3½" x 3½"
3½" x 5¼"
3½" x 7"
5¼" x 5¼"
5¼" x 7"
7" x 7"
19,365
16,245
13,305
10,875
8,900
6,015
4,145
29,020
24,365
19,955
16,315
13,350
9,025
6,215
38,435
32,490
26,610
21,750
17,800
12,030
8,275
54,735
51,350
47,425
43,155
38,740
29,760
22,775
17,480
13,500
10,510
72,980
68,470
63,230
57,540
51,655
39,680
30,370
23,310
17,995
14,010
100,000
100,000
96,390
92,070
87,170
76,175
64,230
52,685
43,130
35,345
29,040
23,945
Slenderness ratio exceeds 50
The column values listed are for dry-service
ONLY. When wet-service conditions exist,
contact your Weyerhaeuser representative for
other product solutions.
conditions
Wide face
of strands
DO NOT install bolts or
screws into the narrow
face of strands
General Notes
Tables are based on:
–Solid, one-piece column members used in dry‑service conditions.
– Bracing in both directions at column ends.
–CSA O86.
–Simple columns with axial loads only. For side loads or other combined bending and axial loads, see the
CSA O86 provisions.
–KD = 1.0, where the specified snow or live load is greater than the specified dead load. For other load cases,
use Weyerhaeuser software.
■
■
■
Wide face
of strands
Factored resistances have been adjusted to accommodate the worst case of the following eccentric conditions:
1⁄6 of column thickness (first dimension) or 1⁄6 of column width.
In order to use the manufacturer’s published
capacities when designing column caps, bases,
or holdowns for uplift, the bolts or screws must
be installed perpendicular to the wide face of
strands, as shown above.
Beams and columns must remain straight to within 5L2⁄4608 (in.) of true alignment. L is the unrestrained length
of the member in feet.
For column specified strengths see page 4.
Top or Bottom Plate Connection
Beam on Column Cap
P1
14"
2,280
*
4,329
3.6/8.9
16"
3,232
*
5,467
4.5/11.3
Two 16d (0.162" x 3½")
nails for every 1¾" of column
width, nailed through the plate
into the column
Column Base
P2
Elevated Column Base
Beam on Column
11⁄8" TJ® Rim Board or 1¼" TimberStrand® LSL
blocking for lateral support
Optional
non-shrink
grout
Strap per
code if top
plate is not
continuous
over column
Column
P3
L1
TJ-9505 | July 2016
NOTES
TJ-9505 | July 2016
NOTES
TJ-9505 | July 2016
WE CAN HELP YOU BUILD SMARTER
You want to build solid and durable structures—we want to help. Weyerhaeuser
provides high-quality building products and unparalleled technical and field
assistance to support you and your project from start to finish.
Floors and Roofs: Start with the best framing components in the industry: our
Trus Joist® TJI® joists; TimberStrand® LSL rim board; and TimberStrand® LSL,
Microllam® LVL, and Parallam® PSL headers and beams. Pull them all together
with our self-gapping and self-draining Weyerhaeuser Edge GoldTM floor panels and
durable Weyerhaeuser roof sheathing.
Walls: Get the best value out of your framing package—use TimberStrand® LSL
studs for tall walls, kitchens, and bathrooms, and our traditional, solid-sawn
lumber everywhere else. Cut down installation time by using TimberStrand® LSL
headers for doors and windows, and Weyerhaeuser wall sheathing with its handy
two-way nail lines.
Software Solutions: Whether you are a design professional or lumber dealer,
Weyerhaeuser offers an array of software packages to help you specify individual
framing members, create cut lists, manage inventories—even help you design a
complete structural frame. Contact your Weyerhaeuser representative to find out
how to get the software you need.
Technical Support: Need technical help? Weyerhaeuser has one of the largest
networks of engineers and sales representatives in the business. Call us for help,
and a skilled member from our team of experts will answer your questions and work
with you to develop solutions that meet all your structural framing needs.
CONTACT US
1.888.453.8358 • woodbywy.com/contact
Contact your local representative or dealer at:
Visit woodbywy.com/warranty for copies of this and other
Trus Joist® Engineered Wood Product warranties.
July 2016 • Reorder TJ-9505
This document supersedes all previous versions. If this is more than
one year old, contact your dealer or Weyerhaeuser rep.
, Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, and Trus Joist are
registered trademarks and Edge Gold is a trademark of W
eyerhaeuser NR.
© 2016 Weyerhaeuser NR Company. All rights reserved. Printed in the USA.

TimberStrand, Microllam, and Parallam Beams

Transcription

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