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Results of Testing of Factored ResistancesFootnote (1) of the Hanger Series

Model No.

Mat. (ga.)

Hanger Dimensions (mm)

Wood Members Tested

Fastener Schedule

Factored Resistance (kN)

W

H

D

Header

Joist

Header

Joist

210

22

39.7

127

44.5

1 – 38 × 140 S-P-F

1 – 38 × 140 S-P-F

6 – 10d × 1.5 in.

4 – 10d × 1.5 in.

 4.09

210

22

39.7

127

44.5

1 – 38 × 184 S-P-F

1 – 38 × 184 S-P-F

6 – 10d × 1.5 in.

4 – 10d × 1.5 in.

3.94

212

22

77.8

127

44.5

1 – 38 × 140 S-P-F

2 – 38 × 140 S-P-F

6 – 10d × 1.5 in.

6 – 10d × 1.5 in.

4.38

216

22

39.7

171.5

44.5

1 – 38 × 184 S-P-F

1 – 38 × 184 S-P-F

8 – 10d × 1.5 in.

8 – 10d × 1.5 in.

5.45

216

22

39.7

171.5

44.5

1 – 38 × 235 S-P-F

1 – 38 × 235 S-P-F

8 – 10d × 1.5 in.

8 – 10d × 1.5 in.

5.83

218

22

77.8

171.5

44.5

1 – 38 × 184 S-P-F

2 – 38 × 184 S-P-F

10 – 10d × 1.5 in.

10 – 10d × 1.5 in.

6.61

220

22

39.7

203.2

44.5

1 – 38 × 235 S-P-F

1 – 38 × 235 S-P-F

10 – 10d × 1.5 in.

10 – 10d × 1.5 in.

7.78

222

22

77.8

203.2

44.5

1 – 38 × 235 S-P-F

2 – 38 × 235 S-P-F

12 – 10d × 1.5 in.

10 – 10d × 1.5 in.

8.32

228

20

117.5

171.5

44.5

1 – 38 × 184 S-P-F

3 – 38 × 184 S-P-F

12 – 10d × 1.5 in.

12 – 10d × 1.5 in.

9.01

228

20

117.5

171.5

44.5

1 – 38 × 235 S-P-F

3 – 38 × 235 S-P-F

12 – 10d × 1.5 in.

12 – 10d × 1.5 in.

9.75

452-3

18

39.7

127

44.5

1 – 38 × 140 S-P-F

1 – 38 × 140 S-P-F

6 – 10d × 1.5 in.

4 – 10d × 1.5 in.

4.99

452-3

18

39.7

127

44.5

1 – 38 × 184 S-P-F

1 – 38 × 184 S-P-F

6 – 10d × 1.5 in.

4 – 10d × 1.5 in.

4.22

454-3

18

77.8

127

44.5

1 – 38 × 140 S-P-F

2 – 38 × 140 S-P-F

6 – 10d × 1.5 in.

6 – 10d × 1.5 in.

5.42

456-3

18

39.7

171.5

44.5

1 – 38 × 184 S-P-F

1 – 38 × 184 S-P-F

8 – 10d × 1.5 in.

8 – 10d × 1.5 in.

5.91

456-3

18

39.7

171.5

44.5

1 – 38 × 235 S-P-F

1 – 38 × 235 S-P-F

8 – 10d × 1.5 in.

8 – 10d × 1.5 in.

6.99

458-3

18

77.8

171.5

44.5

1 – 38 × 184 S-P-F

2 – 38 × 184 S-P-F

10 – 10d × 1.5 in.

10 – 10d × 1.5 in.

6.84

460-3

18

39.7

203.2

44.5

1 – 38 × 235 S-P-F

1 – 38 × 235 S-P-F

10 – 10d × 1.5 in.

10 – 10d × 1.5 in.

7.47

462-3

18

77.8

203.2

44.5

1 – 38 × 235 S-P-F

2 – 38 × 235 S-P-F

12 – 10d × 1.5 in.

12 – 10d × 1.5 in.

10.98

Results of Testing of Factored ResistancesFootnote (1) of the Hurricane Tie and Rafter Tie
Model

Mat. (ga.)

Hanger Dimensions (mm)

Wood Members Tested

Fastener Schedule

Factored Uplift Resistance (kN)

W

H (H1 for Hurricane Tie)

D (H2 for Hurricane Tie)

Header (Connector)/Plate (Ties)

Joist (Connector)/Rafter (Ties)

Header

Joist

Hurricane Tie No. 244

18

39.7

76.2

133.4

2 – 38 × 89 S-P-F

1 – 38 × 89 S-P-F

4 – 10d × 1.5 in.

6 – 10d × 1.5 in.

 1.76

Rafter Tie No. 245

18

38.1

136.5

2 – 38 × 89 S-P-F

1 – 38 × 89 S-P-F

5 – 8d × 1.5 in.

5 – 8d × 1.5 in.

 3.94