Glulam Beam Connectors
The GU hangers are high-capacity girder hangers designed for situations where the header and joist are flush at the top. These products can be used for retrofit on the framing members after they are temporarily placed in position. Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws make installation fast and easy, with no pre-drilling required. MATERIAL: See table FINISH: Galvanized, HHGU—Simpson Strong-Tie ® gray paint. Available in hot-dip galvanized, order as “X” version and specify HDG. INSTALLATION: • Use all specified fasteners. See General Notes. • Install with 1⁄4"x2 1⁄2" Strong-Drive SDS Heavy-Duty Connector screws, which are provided with the GUs. (Note: lag screws will not achieve the same loads.) • All multiple members must be fastened together to act as a single unit. • Multiple member headers may require additional fasteners at the hanger locations. The quantity and location of the additional fasteners must be determined by the Designer. • For installation to concrete or masonry walls, see LGUM and HGUM hangers page 176. OPTIONS: • Other seat widths available. Order as “X” version, specify width. • See Hanger Options, pages 233-243, for one flange concealed option. MGU with W 4" or less and HGU with W 4 11⁄16" or less cannot be concealed. • LGU, MGU and HGU hangers may be skewed up to 45°. See page 243. CODES: See page 12 for Code Reference Key Chart.
HHGU
(LGU, MGU, HGU similar)
Typical HHGU Installation
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
Actual Carried Beam Width 3 1⁄8 3 1⁄2
5 1⁄8
5 1⁄4
5 1⁄2
6 ⁄4 3
8 3⁄4 10 3⁄4
DON’T FEEL LIKE SIFTING THROUGH THIS TABLE? Visit www.strongtie.com/software to learn more about our new Joist Hanger Selector software.
Dimensions Model No.
Ga
Fasteners
W
H2 (min)
B
ha 3
a
Face
Joist
Uplift 1 (160)
Code Ref.
LGU3.25-SDS
10
3 1⁄4
8
4 1⁄2
7 3⁄8
3 1⁄4
16-SDS 1⁄4"x2 1⁄2"
12-SDS 1⁄4"x2 1⁄2"
5555
6720
4000
4840
LGU3.63-SDS
10
3 5⁄8
8
4 1⁄2
7 3⁄8
3 1⁄4
16-SDS 1⁄4"x2 1⁄2"
12-SDS 1⁄4"x2 1⁄2"
5555
6720
4000
4840
MGU3.63-SDS
10
3 5⁄8
9 1⁄4
4 1⁄2
8 5⁄8
4
24-SDS 1⁄4"x2 1⁄2" 16-SDS 1⁄4"x2 1⁄2"
7260
9450
5225
6805
I9, L12, F23
HGU3.63-SDS
7
3 5⁄8
11
5 1⁄4
10 3⁄8
4 3⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
I9, L12
LGU5.25-SDS
10
5 1⁄4
8
4 1⁄2
7 3⁄8
3 1⁄4
16-SDS 1⁄4"x2 1⁄2"
5555
6720
4000
4840
MGU5.25-SDS
10
5 1⁄4
9 1⁄4
4 1⁄2
8 5⁄8
4
24-SDS 1⁄4"x2 1⁄2" 16-SDS 1⁄4"x2 1⁄2"
7260
9450
5225
6805
HGU5.25-SDS
7
1
5 ⁄4
11
1
5 ⁄4
10 ⁄8
3
4 ⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
MGU5.50-SDS
10
1
5 ⁄2
1
9 ⁄4
1
4 ⁄2
5
8 ⁄8
4
24-SDS ⁄4"x2 ⁄2" 16-SDS ⁄4"x2 ⁄2"
7260
9450
5225
6805
HGU5.50-SDS
7
5 1⁄2
11
5 1⁄4
10 3⁄8
4 3⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
HHGU5.50-SDS
3
5 1⁄2
13
5 1⁄4
12 3⁄8
4 3⁄4
44-SDS 1⁄4"x2 1⁄2" 28-SDS 1⁄4"x2 1⁄2"
14550
17845
10475
12850
MGU5.62-SDS
10
5
5 ⁄8
1
9 ⁄4
1
4 ⁄2
5
8 ⁄8
4
24-SDS 1⁄4"x2 1⁄2" 16-SDS 1⁄4"x2 1⁄2"
7260
9450
5225
6805
HGU5.62-SDS
7
5 5⁄8
11
5 1⁄4
10 3⁄8
4 3⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
HHGU5.62-SDS
3
5 5⁄8
13
5 1⁄4
12 3⁄8
4 3⁄4
44-SDS 1⁄4"x2 1⁄2" 28-SDS 1⁄4"x2 1⁄2"
14550
17845
10475
12850
MGU7.00-SDS
10
7
9 1⁄4
4 1⁄2
8 5⁄8
4
24-SDS 1⁄4"x2 1⁄2" 16-SDS 1⁄4"x2 1⁄2"
7260
9450
5225
6805
HGU7.00-SDS
7
7
11
1
5 ⁄4
10 ⁄8
3
4 ⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
HHGU7.00-SDS
3
7
13
5 1⁄4
12 3⁄8
4 3⁄4
44-SDS 1⁄4"x2 1⁄2" 28-SDS 1⁄4"x2 1⁄2"
14550
17845
10475
12850
HGU9.00-SDS
7
9
11
5 1⁄4
10 3⁄8
4 3⁄4
36-SDS 1⁄4"x2 1⁄2" 24-SDS 1⁄4"x2 1⁄2"
9895
14145
7125
10185
HHGU9.00-SDS
3
9
13
5 1⁄4
12 3⁄8
4 3⁄4
44-SDS 1⁄4"x2 1⁄2" 28-SDS 1⁄4"x2 1⁄2"
14550
17845
10475
12850
HHGU11.00-SDS
3
11
13
5 1⁄4
12 3⁄8
4 3⁄4
44-SDS 1⁄4"x2 1⁄2" 28-SDS 1⁄4"x2 1⁄2"
14550
184804
10475
133054
3
3
1
1
12-SDS 1⁄4"x2 1⁄2"
1
1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. 2. Specify H dimension. Maximum H = 30". 3. Header height must be at least as tall as the flange height (h a). 4. Where noted, allowable loads may be increased for duration of load up to 20455 lbs. for DF/SP and 14725 lbs. for SPF/HF.
102
Allowable Loads DF/SP SPF/HF Download Uplift 1 Download (100/115/125) (160) (100/115/125)
1
I9, L12, F23
I9, L12
I9, L12, F23
170
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Glulam Beam Connectors
LGU/MGU/HGU/HHGU High-Capacity Girder Hangers