Simpson Strong-Tie Wood Construction Connectors

Simpson Strong-Tie ® Wood Construction Connectors BA/HB Top-Flange Hangers (cont.)

Modifications and Associated Load Reductions 1

Seat

Top Flange

Top Flange Bent Open or Closed 30° Max.

Hanger

Condition

Sloped Down 45° Max.

Sloped Up 45° Max.

Skewed 45° Max.

Sloped Down and Skewed

Sloped Up and Skewed

Top Flange Sloped 35° Max.

7 1/4

7 1/4

9 1/4

14

9 1/4

14

14 4

9 1/4

7 1/4

Min. height 

W < 2 1/2 "

0.82

0.66

0.95

0.54

0.82

0.64

0.64

(90 – a) / 90

(90 – a) / 90

BA

W ≥ 2 1/2 "

0.8

0.95

1

0.7

1

0.8

0.8

(90 – a) / 90

(90 – a) / 90

8

8

8

11 1/4

14

11 1/4

14

14

11 1/4

Min. height 

HB

W < 2 1/2 "

0.84

0.7

1

0.47

0.84

0.62

0.69

(90 – a) / 90

(90 – a) / 90

W ≥ 2 1/2 "

0.87

0.7

0.96

0.59

0.87

0.7

0.7

(90 – a) / 90

(90 – a) / 90

1. Reduction factors are not cumulative. Use the lowest factors that apply. 2. Web stiffeners are required for sloped or skewed conditions. 3. For straight-line interpolation, “a” is the specified angle.

4. The sloped top flange option is permitted for BA hangers with a minimum height of 11 1/4 " when the load reduction factor is applied to the tabulated BA allowable loads for the minimum installation.

I-Joist, Glulam and Structural Composite Lumber Connectors

Reduction Factor Instructions Allowable Download = Lower of (Seat or Top Flange) x (Table Load) Allowable Uplift = 0.90 x (Table Load) for BA with W < 2½" = 0.71 x (Table Load) for HB with W < 2½" = 1.00 x (Table Load) for all others

Center flush

Low side flush

High side flush

Specify angle

Specify angle

Specify angle

Sloped down and skewed left with sloped top flange Installation. When ordering, specify low side flush, center flush or high side flush.

Specify angle

Specify angle

C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.

Specify angle

Typical Sloped Down with Top Flange Open

Typical Sloped Down on Nailer Non-Backed

Typical Sloped Down Installation with Full Backing

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