StiffClip® HE Header Connector

Product Application

The StiffClip® HE series is used when connecting either beams to columns or headers to jambs. StiffClip HE’s unique design incorporates stiffened ribs to protect the header ends from the effects of web crippling. StiffClip HE transfers horizontal and large vertical loads from the beam to the column while incorporating a small shelf tab for alignment of box header during installation. The allowable design load table shown below is based on the use of StiffClip when attached to various steel column and beam material thicknesses and yield strengths. The minimum combination of steel thickness and yield strength must be used when determining the maximum design load. Design loads listed below consider both loads on the clip and the #10 screws as they are fastened to the steel beam and column members.

Material Composition

ASTM A653/A653M, Grade 50 (340), 50ksi (340 MPa) minimum yield strength, 65ksi (450 MPa) minimum tensile strength, G-90 (Z275) hot-dipped galvanized coating.

StiffClip HE Value
  • Guide holes for connections to column and box header
  • Resists vertical and horizontal loads
  • Acts as a web stiffener
  • Tabs to hold header during installation
  • Reduces material (no jack studs or caps required)
  • Reduces labor expense
  • Extensively tested
Available Thicknesses
Mils
Gauge
Decimal (in)
43
18
0.0451
68
14
0.0713

 

StiffClip HE 8 Screw Pattern
StiffClip HE 12 Screw Pattern
StiffClip HE 16 Screw Pattern
StiffClip HE 20 Screw Pattern
StiffClip HE 24 Screw Pattern
StiffClip HE 28 Screw Pattern
StiffClip HE 2 Screw Pattern StiffClip HE 3 Screw Pattern StiffClip HE 4 Screw Pattern
StiffClip HE Dimensions

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StiffClip HE Nomenclature

StiffClip HE is available in two thicknesses. The StiffClip HE(L) is 43mil (18ga), and the StiffClip HE(H) is 68mil (14ga).

Quantity / Order Information

Designation
Qty/Box
Lbs/Box
Pcs/Skid
Lbs/Skid
HE(L)
25 pair
34
600
816
HE(H)
25 pair
53
600
1272

StiffClip HE Installation

  1. Attach StiffClip HE to jamb with required number of screws.
  2. Place header on shelf tabs of each StiffClip HE and attach clip to header with required number of screws.
  3. Attach shelf ledge to header with required number of screws (if specified).
  4. Attach bottom angle to jamb with required number of screws (if specified).

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All owable Loads - Screw Fasteners
HE-43 Mil, 50ksi
Allowable Design Load for a Single Clip --
Force (F3)
Single Clip Allowable Load -
Force (F2)
Maximum Allowable Clip Capacity = 3.742 kips
Max. Capacity = 0.627 kips
Minimum Steel
Thickness Mils (ga)
Fy (Yield)
Stud (ksi)
#10 Screws used to Header and Post Combined
#10 Screws Each Component
8
12
16
20
24
28
2
3
4
33 (20) 
33
0.536
0.708
0.873
1.090
1.239
1.340
0.199
0.299
0.399
33 (20) 
50
0.774
1.021
1.259
1.573
1.787
1.933
0.287
0.431
0.575
43 (18) 
33
0.797
1.052
1.297
1.620
1.841
1.991
0.296
0.444
0.592
43 (18) 
50
1.151
1.520
1.873
2.340
2.659
2.876
0.428
0.627
0.627
54 (16) 
33
1.121
1.480
1.824
2.279
2.590
2.801
0.417
0.625
0.627
54 (16) 
50
1.518
2.004
2.470
3.066
3.066
3.066
0.564
0.627
0.627
68 (14) 
50
1.518
2.004
2.470
3.066
3.066
3.066
0.564
0.627
0.627
97 (12) 
50
1.518
2.004
2.470
3.066
3.066
3.066
0.564
0.627
0.627
HE-68 Mil, 50ksi
Allowable Design Load for a Single Clip --
Force (F3)
Single Clip Allowable Load -
Force (F2)
Maximum Allowable Clip Capacity = 5.545 kips
Max. Capacity = 1.088 kips
Minimum Steel Thickness
Mils (ga)
Fy (Yield)
Stud (ksi)
#10 Screws used to Header and Post Combined
#10 Screws Each Component
8
12
16
20
24
28
2
3
4
33 (20) 
33
0.536
0.708
0.873
1.090
1.239
1.340
0.199
0.299
0.399
33 (20) 
50
0.774
1.021
1.259
1.573
1.787
1.933
0.287
0.431
0.575
43 (18) 
33
0.797
1.052
1.297
1.620
1.841
1.991
0.296
0.444
0.592
43 (18) 
50
1.151
1.520
1.873
2.340
2.659
2.876
0.428
0.641
0.855
54 (16) 
33
1.121
1.480
1.824
2.279
2.590
2.801
0.417
0.625
0.833
54 (16) 
50
1.618
2.136
2.633
3.289
3.738
4.042
0.601
0.902
1.088
68 (14) 
50
2.012
2.656
3.274
4.090
4.648
5.026
0.747
1.088
1.088
97 (12) 
50
2.012
2.656
3.274
4.090
4.648
5.026
0.747
1.088
1.088
  • Torsional effects are considered on screw group for F2 & F3 allowable loads.
  • Attachment to stud is made with screws symmetrically placed. All guide holes may not require fasteners. Fastener amount determined by designer.
  • Allowable loads have not been increased for wind, seismic, or other factors.

Allowable Loads - Welded Connection
HE(H)-68 Mil, 50ksi Allowable Design Load for a Single Clip
Minimum Steel Thickness Mils (ga) Fy (Yield) Stud (ksi) Weld used to Header and Post Combined
Allowable Design Load (kips)
54 (16) and thicker 50 4.177
  • Welded values do not apply to 43mil (18ga) StiffClip HE.
  • HEH with welds around the parimeter of four .375" diameter holes and along each side of the clip. Weld size not to exceed double the material thickness of the header or jamb, or 1/8"; and care should be taken to not burn through the material.
Weld Diagram

 

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Load Direction

StiffClip HE Load Direction

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 Oct 2008  

 


          Products are available through local distribution.
Build #: 27