17 results for 6 x 6 lsl found in 0.000 seconds

Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

Catalog: Wood Construction Connectors 2006 Catalog
Company/Brand: Simpson Strong-Tie



6 x 6 lsl in Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie


 
Show page 13
achieve highest load value. 8d (0.131"x2 "), 10d (0.148"x3"), and 16d (0.162"x3 ... for Douglas Fir are the same as LVL, LSL, PSL, Glulams and Southern Pine, since ... Specific Gravity Douglas Fir-Larch (DF) 625 psi 0.50 Southern Pine (SP) 565 psi 0. ... LVL (DF/SP) 750 psi 0.50 TimberStrand LSL (E=1.3x10 6) 680 psi 0.50 TimberStrand ... LSL (E 1.5x10 6) 880 psi 0.50 Parallam PSL 750 psi 0.50 ... are common nails (0.162" dia. x 3 long) and cannot be replaced with 16d ... sinkers (0.148" dia. x 3 long) for full load value unless ...
 
Show page 77
Face Joist Uplift (133 160) LVL PSL LSL DF/SP SPF I-Joist Masonry W 1 to 4 3 to ... WM 2-16d DPLX 2-10dx1 4175 WMU 4- x1 Titens 2- x1 Titens 2- x1 Titens 9 ... to 28 6-10dx1 3380 3 to 30 3-10dx1 2-10dx1 2865 ... 3650 3255 2600 WPU/ WNPU 3-16d 4-16d 6-10dx1 775 625 545 4700 4880 3650 4165 4165 ... 3-16d 4-16d 6-10dx1 485 4700 4880 3650 4165 4165 23 to ... 28 3-16d 4-16d 6-10dx1 315 4700 4880 3650 4165 4165 HW 4- ... 5285 3665 HWU 9 to 18 4-16d 4-16d 6-10dx1 810 6335 5500 5535 6335 5415 4-16d 4 ... -16d 6-10dx1 765 6335 5500 5535 6335 5415 23 to 28 4-16d 4-16d 6-10dx1 ...
 
Show page 98
Fir, and have been increased 33% and 60% for wind or earthquake loading with no ... 4-16d 4-10dx1 480 575 HIT 4-16d 6-16d 4-10dx1 480 575 4-16dx2 6-16dx2 4- ... 10dx1 480 575 4-16d 6-16d 6-10dx1 720 850 Model Nailer Header Nailing ... Allowable Loads DF/SP SPF LSL ITT Series 2x 6-10dx1 1215 1215 ... 1230 3x 6-16dx2 1550 1550 2-2x 6-10d 1215 1150 4x 6-16d 1550 1550 MIT ... Series 2x 6-10dx1 1570 1440 1605 3x 8-16dx2 1975 2- ... 10 TOP OF WALL INSTALLATION LSL DF/SP Masonry SPF I-Joist SPF I-Joist ... 2550 2115 2400 1665 HIT Series 4-16d 6-16d 2-10dx1 240 8, 36, 91, 121 1, 84, 121 ... Fir, and have been increased 33% and 60% for earthquake or wind loading with no ...
 
Show page 99
loads have been increased 33% and 60% for seismic and wind loading with no ... increase allowed. Divide by 1.33 and 1.60 for normal loading such as cantilever ... more than two joist nails are used. 6. SCL (structural composite lumber) is ... lumber), Parallam PSL and TimberStrand LSL. 7. Code values are based on DF/SP ... of Douglas Fir/ Southern Pine, or LSL. For flanges with thicknesses from 1 to ... Uplift (133) Uplift (160) LVL 8 PSL LSL DF/SP 2 DF/SCL SPF SPF I-Joist 9 LBV ( ... Min) LBV (Max) 6-10dx1 4-10dx1 2-10dx1 2295 2610 2270 1790 ... 1720 1495 6-10d 4-10d 2-10dx1 2295 2610 2645 2310 1640 ... 6-16d 4-16d 2-10dx1 2910 2885 3190 2460 1830 ... 6-10dx1 4-10dx1 6-10dx1 530 635 2295 2610 2270 1720 1495 6-10d 4-10d 6- ...
 
Show page 100
4-16d 5285 HWU 2-2x 8-16dx2 5630 LSL 3375 Model Joist Fasteners ... Uplift (133 160) DF/SP LVL 4 PSL LSL DF/SP SPF DF/SCL I-Joist 5 Code Ref. ... 2-10dx1 4175 WMU 1 to 7 9 to 28 6-10dx1 545 3380 1 to 7 9 to 28 2-16d DPLX ... 4- x1 Titens 4- x1 Titens 2- x1 Titens 6-10dx1 625 4175 1 to 7 3 to 30 3-10dx1 2- ... 2600 WPU 1 to 5 7 to 18 3-16d 4-16d 6-10dx1 775 4700 4880 3650 4165 4165 1 to 5 ... 18 to 22 3-16d 4-16d 6-10dx1 485 4700 4880 3650 4165 4165 1 to 5 ... 23 to 28 3-16d 4-16d 6-10dx1 315 4700 4880 3650 4165 4165 HW/HWI ... 3665 HWU 1 to 3 9 to 18 4-16d 4-16d 6-10dx1 810 6335 5500 5535 6335 5415 1 to 3 ...
 
Show page 101
. Minimum required weld is a x 2 fillet weld at each end of the top ... flange for GLTV, and a x 2 fillet weld at each end of the top ... (133) Uplift (160) LVL 5 PSL 3 4 LSL DF/SP SPF GLTV series 4-16d 6-16d 6-16d ... 1640 7500 7400 5750 7000 HGLTV series 6-16d 12-16d 6-16d 1370 1640 10500 7800 9000 ... 8665 6690 4260 7, 90, 121 DF/SP Code Ref. 1. ... loads have been increased 33% and 60% for wind or earthquake loading with no ... increase allowed. Divide by 1.33 and 1.60 for normal loading such as in ... plies of 1 ", the PSL allowable load is 6000 lbs. 1. Loads are based on 750 psi wood ... loads have been increased 33% and 60% for wind or earthquake loading with no ... increase allowed. Divide by 1.33 and 1.60 for normal loading such as in ...
 
Show page 103
Fir, and have been increased 33% and 60% for wind or earthquake loading with no ... increase allowed. Divide by 1.33 and 1.60 for normal loading such as in ... lumber, Parallam PSL and TimberStrand LSL. 6. I-joist headers with SPF flanges ... of Douglas Fir/Southern Pine, or LSL. For flanges with thicknesses from 1 to ... 10. NAILS: 16d and 16d DPLX 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, ... 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail ... (133) Uplift (160) LVL DF/SP PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... TF Top Face 1 x 9 ITT29.25 18 1 9 2 1 4-10d 2-10d ... 2-10d ´1 4175 Actual DF/SCL 1 x 9 1 x 11 1 x 11 1 x 14 1 x 16 1 x 7 ... LBV1.81/9.25 WP9.25 1 x 9 1 x 9 1 x 11 1 x 11 ITT11.88 18 1 11 2 1 4- ...
 
Show page 104
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... TF Top Face 1 x 14 ITT14 18 1 13 2 1 4-10d 2-10d 2- ... 2115 2400 1665 1230 14 1 14 3 2 6-16d 4-16d 2-10d ´1 265 265 2910 2885 3190 ... 2590 1830 1495 14 1 16 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 2 9 2 2 6-16d 4-16d 2-10d ´1 265 265 2910 2885 3190 ... 2590 1830 1495 14 2 11 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 2 14 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 2 16 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 2 9 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 2 11 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ...
 
Show page 105
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... 3 14 2 16 3 2 4-16d 4-16d 2-10d ´1 6-16d 10-16d 2-10d ´1 6-16d 10-16d 8-10d ´1 ... 14 2 14 3 2 3 14 2 14 3 2 6-16d 10-16d 2-10d ´1 6-16d 10-16d 8-10d ´1 ... 6-16d 10-16d 2-10d ´1 6-16d 10-16d 8-10d ´1 240 290 2550 2140 2115 ... 1230 HIT318 16 2 18 3 2 4-16d 6-16d 2-10d ´1 240 290 2550 2050 2500 3050 ... 1665 1230 HIT320 16 2 20 3 2 4-16d 6-16d 2-10d ´1 240 290 2550 2050 2500 3050 ... 1 4175 18 2 2 DF/SP Actual DF/SCL 2 x 11 2 x 11 2 x 13 2 x 14 2 x 16 2 x 18 ... 2 x 20 ITT39.5 18 2 9 2 1 4-10d 2-10d ... 2-10d ´1 2335 1950 2335 1765 1435 2 x 9 MIT3520 16 2 20 2 2 4-16d 4-16d 2 ...
 
Show page 106
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... Face HIT322 3 16 2 22 3 2 4-16d 6-16d 2-10d ´1 240 290 2550 2050 2500 ... 3665 HIT324 3 16 2 24 3 2 4-16d 6-16d 2-10d ´1 240 290 2550 2050 2500 ... 2030 HIT326 3 16 2 26 3 2 4-16d 6-16d 2-10d ´1 240 290 2550 2050 2500 ... 2 2 3-16d 4-16d 4-16d 4-16d 4-16d 6-16d 775 775 4700 4880 3650 4165 4165 ... 810 810 6335 5500 5535 6335 5415 1370 1640 7500 7400 5750 ... .75/9.25 GLTV2.75/9.25 12 10 7 9 9 9 6-10d ´1 6-10d ´1 6-16d ´2 4 3 5 2 2 2 ... 3-16d 4-16d 4-16d 4-16d 4-16d 6-16d 775 775 4700 4880 3650 4165 4165 ...
 
Show page 107
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... 1435 1615 1200 1050 14 3 9 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 3 9 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 14 3 9 2 2 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 25 HB3.56/9.25 WPI49.25 3 10 3 9 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ... 6395 5700 3820 3 10 3 9 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ... 6395 5700 3820 3 14 14 3 11 2 2 2 ... 2 6-16d 4-16d 2-10d ´1 6-16d 4-16d 2-10d ´1 2910 2885 3190 2590 ... 1830 1495 10 3 11 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ...
 
Show page 108
TOP FLANGE HANGERS I-JOISTS SCL 3 x 13 ITT413 18 3 12 2 1 4-10d 2- ... 1615 1200 1050 14 3 13 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 ... 1830 1495 14 3 18 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 ... 2 4-16d 4-16d 2-10d´1 14 3 14 3 2 6-16d 10-16d 2-10d´1 3 14 3 14 3 2 6-16d ... 10-16d 8-10d´1 14 3 16 3 2 6-16d 10-16d 2-10d´1 3 14 3 16 3 2 6-16d ... (Max) HB3.56/14 WPI414 3 10 3 14 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 6395 ... 5700 3820 3 10 3 16 3 3 6-16d 16-16d 10-16d 5815 5640 6395 3820 3 ... 10 3 18 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 6395 ...
 
Show page 109
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... TF Top Face DF/SP Actual DF/SCL 3 x 22 HIT422 16 3 22 3 2 4-16d 6-16d 2 ... WPU3.56/22 12 3 22 3 2 3-16d 4-16d 6-10d´1 485 485 4700 4880 4165 4165 ... HWI422 14 3 22 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 ... 1830 1495 3 10 3 22 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ... 6395 5700 3820 3 14 3 24 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 ... 1830 1495 10 3 24 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ... 6395 5700 3820 3 14 3 26 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 ... 1830 1495 10 3 26 3 3 6-16d 16-16d 10-16d 2175 2610 5815 5640 ...
 
Show page 110
2600 2030 LBV5.12/11.25 14 11 2 2 6-16d 4-16d 2-10d´1 MIT311.88-2 16 5 11 ... 3635 3320 3650 3255 2600 2030 5 x 9 5 x 11 5 x 11 5 x 9 Joist Size ... Joist Uplift (133) Uplift 160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... 2115 2400 1665 1230 14 4 14 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 1830 ... 1495 14 4 16 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 1830 ... 1495 14 4 18 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 1830 ... 1495 14 4 20 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2590 1830 ... 1495 14 5 9 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2460 1830 ... 1495 14 5 11 2 2 6-16d 4-16d 2-10d´1 2910 2885 3190 2460 1830 ...
 
Show page 111
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... GLTV5.50/18.75 3 7 5 18 5 2 4-16d 6-16d 6-16d 1370 1640 7500 7400 5750 ... 7000 HGLTV5.50/18.75 3 7 5 18 6 2 6-16d 12-16d 6-16d 1370 1640 10500 7800 ... 9000 8665 6690 4260 HB5.50/20 HWU5.50/20 3 10 5 20 ... 3 2 4-16d 4-16d 6-10d 765 765 6000 5500 5535 6000 5415 GLTV5.520 3 7 ... 5 20 5 2 4-16d 6-16d 6-16d 1370 1640 7500 7400 5750 7000 ... HGLTV5.520 3 7 5 20 6 2 6-16d 12-16d 6-16d 1370 1640 10500 7800 ... 12/7.25 3 10 7 7 3 2 4-16d 4-16d 6-10d 1020 1135 6000 5500 5535 6000 ...
 
Show page 112
Uplift (133) Uplift (160) LVL PSL LSL DF/SP SPF I-Joist 4 Masonry 3 W H B ... TF Top Face 7 x 14 B7.12/14 HB7.12/14 WPI414-2 3 12 7 ... .12/14 3 10 7 14 3 2 4-16d 4-16d 6-10d 1020 1135 6000 5500 5535 6000 ... GLTV414-2 3 7 7 14 5 2 4-16d 6-16d 6-16d 1370 1640 7500 7400 5750 ... 7000 HGLTV414-2 3 7 7 14 6 2 6-16d 12-16d 6-16d 1370 1640 10500 7800 ... 9000 8665 6690 4260 WMI414-2 3 3 12 7 14 2 3 2- ... 16dDPLX 2-10d 4175 7 x 16 B7.12/16 HB7.12/16 WPI416-2 3 12 7 ... .12/16 3 10 7 16 3 2 4-16d 4-16d 6-10d 1020 1135 6000 5500 5535 6000 ... GLTV416-2 3 7 7 16 5 2 4-16d 6-16d 6-16d 1370 1640 7500 7400 5750 ...
 
Show page 120
2 " WNP2.6 and WNP3.3 WPU Model Nailer Top ... 2-10d 3255 3255 4x 4-16d 5285 LSL 3375 The WPU, HWU and HW series purlin ... similar) 1. 16d sinkers (0.148" dia. x 3 long) may be used where 10d commons ... Fir and have been increased 33% and 60% for earthquake or wind loading; no ... increase allowed. Divide by 1.33 and 1.60 for normal loading like cantilever ... construction. 3.NAILS: 16d 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, ... 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail ... Face Joist Uplift (133 160) LVL PSL LSL DF/SP SPF I-Joist Masonry Code Ref. ... WPU 1 to 5 7 to 18 3-16d 4-16d 6-10dx1 775 4700 4880 3650 4165 4165 1 ... to 5 18 to 22 3-16d 4-16d 6-10dx1 485 4700 4880 3650 4165 4165 1 ...
 
 
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