Glulam Beam Connectors
See Hanger Options on pages 200-202 for hanger modifications, which may result in reduced loads. HU/HUC—Most models have triangle and round holes. To achieve maximum loads, fill both round and triangle holes with common nails. HGUS—Face mount hanger used for high load applications. All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of common nails for all connections. (Do not bend or remove tabs) MATERIAL: See tables FINISH: Galvanized. Some products available in ZMAX® coating; see Corrosion Information, page 18-19. INSTALLATION: • Use all specified fasteners. See General Notes. • HU/HUC—can be installed filling round holes only, or filling round and triangle holes for maximum values. • HGUS—Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • With 3x carrying members, use 16dx21⁄2" (0.162" dia. x 21⁄2" long) nails into the header and 16d commons into the joist with no load reduction. With 2x carrying members, use 10dx11⁄2" (0.148" dia. x 11⁄2" long) nails into the header and 10d commons into the joist, and reduce the load to 0.64 of the table value. • For installations to masonry or concrete, see page 156. OPTIONS: • HU hangers available with the header flanges turned in for 25⁄16" and larger widths, with no load reduction—order HUC hanger. • See Hanger Options on pages 200-204, for sloped and/or skewed HU models, and HUC (concealed flange) models. • Concealed flanges are not available for HGUS. • Other sizes available; contact Simpson Strong-Tie. • See also HUS series. CODES: See page 20 for Code Reference Key Chart.
Double Shear Nailing Top View
31⁄8 GLULAM
1
3 ⁄2 GLULAM
51⁄8 GLULAM
51⁄8 GLULAM 63⁄4 GLULAM 7 GLULAM 83⁄4 GLULAM
92
Model No.
Ga
W
H
HU Min. Nailing Fill round holes HU Max. Nailing Fill round and triangle holes
HU210-2
Typical HU Installation
B
Fasteners Min/ Max
HGUS3.25/12
Concealed Flanges
1¹⁄₄"
U.S. Patent 5,603,580
Dimensions Carried Member Width
HUC210-2 HU5.125/12
Dome Double Shear Nailing Side View (available on some models)
Double Shear Nailing Side View Do not bend tab
2⁵⁄₈"
1¹⁄₄"
Face
Projection seat on most models for maximum bearing and section economy.
Model configurations may differ from those shown. Some HU models do not have triangle holes. Contact Simpson Strong-Tie for details.
Allowable Loads DF/SP Species Header SPF/HF Species Header Joist
Uplift Floor Snow Roof (160) (100) (115) (125) 14-16d 6-10d 1135 2085 2350 2530 31⁄8 813⁄16 21⁄2 Min HU210-2/HUC210-2 18-16d 10-10d 1895 2680 3020 3250 31⁄8 813⁄16 21⁄2 Max 16-16d 6-10d 1135 2380 2685 2890 31⁄8 10 9⁄16 21⁄2 Min HU212-2/HUC212-2 22-16d 10-10d 1895 3275 3695 3970 31⁄8 10 9⁄16 21⁄2 Max 14 1 HU3.25/10.5/HUC3.25/10.5 22-16d 10-10d 1895 3275 3695 3970 3 ⁄4 10 1⁄4 21⁄2 — HU3.25/12/HUC3.25/12 24-16d 12-10d 2015 3570 4030 4335 31⁄4 11 3⁄4 21⁄2 — 20-16d 8-10d 1515 2975 3360 3610 31⁄8 13 7⁄8 21⁄2 Min HU216-2/HUC216-2 26-16d 12-10d 2015 3870 4365 4695 31⁄8 13 7⁄8 21⁄2 Max — 46-16d 16-16d 4095 9100 9100 9100 HGUS3.25/10 31⁄4 8 5⁄8 4 12 1 HGUS3.25/12 — 56-16d 20-16d 5045 9600 9600 9600 3 ⁄4 10 5⁄8 4 See HHUS, HGUS and HUCQ in 3 1⁄4" Structural Composite Lumber section, page 105-106 or GU series on page 107. HU310-2/HUC310-2 14-16d 6-10d 1135 2085 2350 2530 51⁄8 8 7⁄8 21⁄2 — HU5.125/12/HUC5.125/12 22-16d 8-16d 1795 3275 3695 3970 51⁄4 10 1⁄4 21⁄2 — HU5.125/13.5/HUC5.125/13.5 26-16d 12-16d 2695 3870 4365 4695 51⁄4 13 1⁄4 21⁄2 — 14 1 HU5.125/16/HUC5.125/16 26-16d 12-16d 2695 3870 4365 4695 5 ⁄4 13 7⁄8 21⁄2 — HUCQ5.25/9-SDS — 12-SDS1⁄4x21⁄2 6-SDS1⁄4x21⁄2 2510 4680 4955 4955 51⁄4 9 3 HUCQ5.25/11-SDS — 14-SDS1⁄4x21⁄2 6-SDS1⁄4x21⁄2 2510 5460 5560 5560 51⁄4 11 3 HGUS5.25/10 — 46-16d 16-16d 4095 9100 9100 9100 51⁄4 9 1⁄16 4 12 1 HGUS5.25/12 — 56-16d 20-16d 5045 9600 9600 9600 5 ⁄4 10 9⁄16 4 See HHUS, HGUS and HUCQ in 5 1⁄4" Structural Composite Lumber section, page 105-106 or GU series on page 107. HGUS6.88/10 — 46-16d 16-16d 4095 9100 9100 9100 67⁄8 813⁄16 4 HGUS6.88/12 12 67⁄8 1013⁄16 4 — 54-16d 20-16d 5045 9600 9600 9600 HGUS6.88/14 — 66-16d 22-16d 5515 10100 10100 10100 67⁄8 1213⁄16 4 See HHUS and HGUS in 7" Structural Composite Lumber section, page 105-106 or GU series on page 107. See HGU and HHGU on page 107.
Code Ref.
Floor (100) 1795 2305 2050 2820 2820 3075 2565 3330 7825 8255
Snow (115) 2025 2605 2315 3180 3180 3470 2895 3760 7825 8255
Roof (125) 2180 2800 2490 3425 3425 3735 3110 4045 7825 8255
1795 2820 3330 3330 3370 3930 7825 8255
2025 3180 3760 3760 3570 4000 7825 8255
2180 I9, F6, L17 3425 4045 I9 4045 3570 4000 F23 7825 8255
7825 8255 8685
7825 8255 8685
7825 8255 8685
I9, F6, L17 I9 I9, F6, L17 F23
F23
3. Uplift loads based on Douglas Fir and have been increased 5. For SPF/HF uplift, use 0.86 x DF/SP uplift load for products 1. 10d commons or 16d sinkers may be used 60% for wind or earthquake loading with no further requiring nails and 0.72 for products requiring screws. instead of the specified 16d at 0.84 of the increase allowed. Reduce where other loads govern. 6. NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10d = 0.148" dia. x 3" long. table load value. 4. MIN nailing quantity and load values—fill all round holes; 2. 16d sinkers may be used instead of the See page 24-25 for other nail sizes and information. specified 10d commons with no load reduction. MAX nailing quantity and load values—fill all round and triangle holes.
C-2011 © 2011 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/10
Glulam Beam Connectors
FACE MOUNT HANGERS HU/HUC/HUCQ/HGUS Glulam Beam & Double Shear Joist Hangers