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HU/HUC Hangers

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Material: 68 mil (14 ga).

Finish: Galvanized.

Installation: HU series hangers may be welded to supporting structural steel members.


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Flare Bevel
Groove Weld
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Lap Joint Fillet Weld Flare Bevel
Groove Weld
Detail
 
         
       

top Load Table: See code report listings below
Table
  1. Design loads must not exceed catalog capacity for specific hanger used.
  2. Loads assume an E-70S-6 (60 ksi) filler rod.
  3. CAUTION: Welding galvanized steel may produce harmful fumes; follow proper welding procedures and safety precautions. Welding should be in accordance with A.W.S. standards.
  4. Welds must conform to the current A.W.S. D1.3 structural welding code for sheet steel.
  5. This connection involves welding 68 mil (14 ga) to heavy structural steel. It should only be performed by A.W.S. certified welders for each joint type.
  6. All joist fasteners must be installed. Webs are required at side flanges of the hangers for installation of the joist fasteners.
  7. Allowable loads shall not exceed the calculated capacity of the fasteners or welds and shall not exceed the allowable load shown in the table on the HU/HUC page from the "Wood Construction Connectors" section.
  8. The Designer shall insure that the joist member adequately transfers load to the hanger.
  9. Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HUSee specific model numbers for code listings.
HUCSee specific model numbers for code listings.

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction



topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
HU HU sloped down skewed left: DWG | DXF
HU sloped down skewed right: DWG | DXF
HU sloped down: DWG | DXF
HU sloped left: DWG | DXF
HU skewed right: DWG | DXF
HU series: DWG | DXF
HU sloped up skewed left: DWG | DXF
HU sloped up skewed right: DWG | DXF
HU sloped up: DWG | DXF
HU sloped down skewed left front view: DWG | DXF
HU sloped down skewed right front view: DWG | DXF
HU sloped down front view: DWG | DXF
HU sloped left front view: DWG | DXF
HU skewed right front view: DWG | DXF
HU series front view: DWG | DXF
HU sloped up skewed left front view: DWG | DXF
HU sloped up skewed right front view: DWG | DXF
HU sloped up front view: DWG | DXF
HU skewed right left view: DWG | DXF
HU sloped down skewed left right view: DWG | DXF
HU series sloped down right view: DWG | DXF
HU sloped left right view: DWG | DXF
HU series right view: DWG | DXF
HU sloped up skewed left right view: DWG | DXF
HU sloped up skewed right right view: DWG | DXF
HU sloped up right view: DWG | DXF
HU sloped down top view: DWG | DXF
HU sloped left top view: DWG | DXF
HU skewed right top view: DWG | DXF
HU series top view: DWG | DXF
HU sloped up skewed left top view: DWG | DXF
HU sloped up skewed right top view: DWG | DXF
HU sloped up top view: DWG | DXF
HU 2x Joist: DWG | DXF
HU Glulam Joist: DWG | DXF
HU 4x Joist: DWG | DXF
U&HU Skewed: DWG | DXF
HUCNone for this model HUC On a Beam: DWG | DXF
HUC On a Post: DWG | DXF

   
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