Simpson Strong-Tie Wood Construction Connectors
Simpson Strong-Tie ® Wood Construction Connectors
Face-Mount Truss Hanger (cont.) HTU Options: See Hanger Options information on pp. 97–99. Skewed Seat • Skewable up to 67 1⁄2 ° • Available in single and two-ply size • No bevel cut required
Allowable Loads for Skewed HTU Hangers
Fasteners (in.)
DF/SP Allowable Loads
SPF/HF Allowable Loads
Model No.
Skew Angle (Degree)
Carrying Member
Carried Member
Uplift (160)
Download (100/115/125)
Uplift (160)
Download (100/115/125)
(14) 0.148 x 1 1/2
1,315
2,945
1,130
2,530
< 51
(20) 0.162 x 3 1/2
HTU26
51-67 1/2
(20) 0.162 x 3 1/2
(12) 0.148 x 1 1/2
970
2,595
835
2,230
(20) 0.148 x 1 1/2
2,015
3,060
1,730
2,630
< 51
(26) 0.162 x 3 1/2
HTU28
51-67 1/2
(26) 0.162 x 3 1/2
(17) 0.148 x 1 1/2
1,485
2,815
1,280
2,420
< 51
(32) 0.162 x 3 1/2
(26) 0.148 x 1 1/2
2,715
3,175
2,335
2,730
HTU210
(32) 0.162 x 3 1/2
(22) 0.148 x 1 1/2
2,005
3,040
1,725
2,615
51-67 1/2
< 51
(20) 0.162 x 3 1/2
(14) 0.148 x 3
1,335
2,555
1,145
2,200
HTU26-2
51-67 1/2
(20) 0.162 x 3 1/2
(12) 0.148 x 3
1,110
2,700
955
2,320
(20) 0.148 x 3
2,470
3,890
2,120
3,345
< 51
(26) 0.162 x 3 1/2
HTU28-2
51-67 1/2
(26) 0.162 x 3 1/2
(17) 0.148 x 3
1,710
3,775
1,470
3,245
< 51
(32) 0.162 x 3 1/2
(26) 0.148 x 3
3,600
4,935
3,100
4,245
HTU210-2
51-67 1/2
(32) 0.162 x 3 1/2
(22) 0.148 x 3
2,255
4,790
1,940
4,120
Plated Truss Connectors
1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 2. Allowable downloads may not be increased. 2. Maximum hanger gap between end of joist (truss) and face of carrying member is 1/8 ". 3. Fasteners: Nail dimensions are listed diameter by length. See pp. 21–22 for fastener information.
“A” flange
Acute side
“A” flange
Specify angle 51° to 67 1 ⁄ 2 ° Top View HTU Hanger Skewed Right ≥ 51°
Specify angle
Top View HTU Hanger Skewed Right < 51°
C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.
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