Page 77 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

78 Solid Sawn Connectors TOP FLANGE HANGERS W/WPU/WNP/WM/WMU/HW/HWU WM (WMU similar) 2 " 2 " W Model Joist Fasteners Allowable Loads Header Type Width Depth Top Face Joist Uplift (133 160) LVL PSL LSL DF/SP SPF I-Joist Masonry W 1 to 4 3 to 30 2-10dx1 2-10dx1 1635 1740 1600 1415 170, 124 170 2-10d 2-10dx1 2150 2020 2200 1435 2-16d 2-10dx1 2335 1950 2335 1765 1435 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 3250 2500 2000 2030 3-10d 2-10dx1 2525 3250 3650 3255 2525 3-16d 2-10dx1 3635 3320 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 4-10d 2-10dx1 3100 4000 5285 3100 4-16d 2-10dx1 5100 4000 4500 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 635 6335 5500 5535 6335 5415 4-16d 4-16d 8-10dx1 1005 6335 5500 5535 6335 5415 9 to 18 4-16d 4-16d 6-10dx1 810 6000 5500 5535 6000 5415 4-16d 4-16d 6-10dx1 765 6000 5500 5535 6000 5415 4-16d 4-16d 6-10dx1 635 6000 5500 5535 6000 5415 4-16d 4-16d 8-10dx1 1005 6000 5500 5535 6000 5415 WP/WNP Code Ref. 26, 83, 140, 124 26, 83, 140, 124 26, 83, 124 1, 84, 140, 121 26, 124 1 to 4 1 to 4 1 to 7 1 to 7 4- x1 Titens 9 to 28 2-16d DPLX 6-10dx1 4175 1 to 7 1 to 7 1 to 7 1 to 7 1 to 7 1 to 7 1 to 5 1 to 5 1 to 5 1 to 3 1 to 3 1 to 3 1 to 3 4 to 7 4 to 7 4 to 7 4 to 7 3 to 30 3 to 30 3 to 30 2-10dx1 3380 1 to 7 3 to 30 3 to 30 3 to 30 7 to 18 18 to 22 18 to 22 3 to 32 3 to 32 28 to 32 23 to 28 18 to 22 28 to 32 MID-WALL INSTALLATION 5 MID-WALL INSTALLATION 5 TOP OF WALL INSTALLATION TOP OF WALL INSTALLATION HW (HWU similar) 2 " WPU 1.16d sinkers (0.148" dia. x 3 long) may be used where 10d commons are called out with no load reduction. 2. Code values are based on DF/SP header species. 3. WMU, WPU and HWU uplift loads have been increased 33% and 60% for earthquake or wind loading; no further increase allowed. Divide by 1.33 and 1.60 for normal loading like cantilever construction. 4. 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 sizes and information. 5. Mid-wall Installation requires minimum of one grouted course above and below the hanger. Typical WM Mid-Wall Installation Refer to page 147 for Top-of-Wall Installation Detail. WNP412 and WNP414 W SERIES WITH VARIOUS HEADER APPLICATIONS WP NAILER TABLE Model Nailer Top Flange Nailing Allowable Down Loads DF/SP SPF W 2x 2-10dx1 1600 1600 3x 2-16dx2 1765 1740 2-2x 2-10d 1665 1665 4x 2-10d 2200 2200 WP and WNP 2x 2-10dx1 2525 2500 3x 2-16dx2 3000 2510 2-2x 2-10d 3255 3255 4x 2-10d 3255 3255 HW 4x 4-16d 5285 HWU 2-2x 8-16dx2 5630 LSL 3375 3375 The table indicates the maximum allowable loads for W, WNP and HW hangers used on wood nailers. Nailers are wood members attached to the top of a steel I-beam, concrete or masonry wall. This table also applies to sloped-seat hangers. Installation on Wood Nailer HGLT (fasteners included) See page 122 for GLT and HGLT information. GLT (fasteners included) Some model configurations may differ from those shown. Call factory for details. The W, WPU, HWU and HW series purlin hangers offer the greatest design flexibility and versatility. WMs are designed for use on standard 8" grouted masonry block wall construction. MATERIAL: See tables on pages 79 to 81; W 12 ga. top flange and stirrup; WM, WMU 12 ga. top flange and stirrup; WNP, WP, WPU 7 ga. top flange, 12 ga. stirrup; HW 3 ga. top flange, 11 ga. stirrup; HWU 3 ga. top flange, 10 ga, stirrup. FINISH: Simpson gray paint; hot-dipped galvanized available: specify HDG, check factory. ALLOWABLE LOADS: For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. INSTALLATION: Use all specified fasteners. WM two 16d duplex nails must be installed into the top flange and embedded into the grouted wall. Verify that the grouted wall can take the required fasteners specified in the table. Hangers may be welded to steel headers with weld size to match material thickness (approximate thickness shown) for W, for WNP/WPU and for HW/HWU, by 1 fillet welds located at each end of the top flange (see page 14 for welding information). Weld-on applications produce maximum allowable load listed. Uplift loads do not apply to this application. Hangers can support multi-ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger. H dimensions are sized to account for normal joist shrinkage. W dimensions are for dressed timber widths. Embed WM into block with a minimum of one course above and one course below the top flange with one #5 vertical rebar minimum 24" long in each cell. Minimum grout strength is 2000 psi. See Hanger Options, page 188 for hanger modifications and associated load reductions. CODES: See page 12 for Code Listing Key Chart.

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