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HUC Heavy Concealed-Flange Face-Mount Joist Hanger

HUC

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Joist Framing Connectors

This product's information may differ depending on the category of use. You are currently viewing details related to Joist Framing Connectors. You can also view product information related to the categories of: Face-Mount Hangers for Solid Sawn Lumber, Face-Mount Hangers for Engineered Wood, Face-Mount Masonry Hangers

This concealed-flange hanger can be welded to structural steel members to support CFS joists.

Key Features

  • Extra optional triangle holes for additional load
  • HUC-series hangers are tested, load rated and code compliant

Material

  • 14 ga. (68 mil)

Finish

  • Galvanized

Installation

  • HUC series hangers may be welded to supporting structural steel members
  • Use 1" weld segments equally spaced top and bottom, with half the segments on each side of hanger
  • Welds may be either lap joint (on outside edge of flanges) or flare-bevel groove (on flange bend line)

Related Literature

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A comprehensive guide to help Designers select the most appropriate connections for challenging, high-wind regions.
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A technical bulletin discussing the structural properties of the two different surface sides of SCL columns.
Technical Bulletin
HU/HUC Welded onto Steel Members
T-C-HUHUC-W18
A technical bulletin including updated load calculations for current steel specifications and AISI safety factors.
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Connectors Installed on SCL Columns
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A Canadian Limit States technical bulletin addressing typical installations of Simpson Strong-Tie® connectors on SCL columns as well as reduction factors for narrow-face SCL installations.
Technical Bulletin
Face-Mount Hangers over Wood Structural Panel
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Face-mount Hangers Installed Over Wood Structural Panel Sheathing.
Engineering Letter

Load Tables

  1. Loads assume an E-70S-6 (60 ksi) filler rod.
  2. Welds must conform to the current A.W.S. D1.3 structural welding code for sheet steel and must be performed by a certified welder.
  3. Designer shall ensure that the joist member adequately transfers load to hanger.
  4. Hanger-to-joist connection shall be made using screws on the side of the hanger where it meets the web of the joist.
  5. See more information on Simpson Strong-Tie fasteners.
  6. The number of screws is per designer specifications.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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