Simpson Strong-Tie

Page 92

Glulam Beam Connectors

High-Capacity Girder Hangers

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® screws (SDS) 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 Simpson Strong-Tie SDS 1⁄4"x2 1⁄2" 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 162. OPTIONS: • Other seat widths available. Order as “X” version, specify width. • See Hanger Options, pages 216-217, 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 224. CODES: See page 13 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

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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.

92

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

C-2013 © 2013 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/12

Glulam Beam Connectors

LGU/MGU/HGU/HHGU


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