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S/JCT & S/HJCT Steel Joist Hangers

New, improved, higher load-capacity joist hangers. Additional fasteners in the new S/JCT and the increased thickness of the S/HJCT increase the allowable load capacity for use with C-Joists. Joist can be attached from either side or doubled up. This hanger can be used with either steel or wood headers.

Material

Finish

Installation

Features

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S/HJCT
U.S. Patent 6,230,467
S/JCT S/HJCT
Skewed 45°
Installation
S/HJCT
Double-Joist
Installation
S/HJCT Installation with a CFS steel header

S/HJCT Weld-On Installation with an I-Beam. Install joist's fasteners as shown

   

Load Table

Table

  1. Loads are based on attachment to a minimum 1.15mm steel thickness.
  2. Load at 3.2mm deflection for serviceability is 26.8 kN.
  3. Load at 3.2mm deflection for serviceability is 14.4 kN.
  4. Steel header must be braced to prevent web buckling per Designer specification.
  5. Steel joist shall be laterally braced per Designer specification.
  6. Screws shall be installed using joist hanger holes screwing through the hanger into the joist.
  7. Backing in the steel beam cavity is not required behind the hanger for loads listed.
  8. For joists with a 13mm gap (short cut) use an adjustment factor of 0.87.
  9. For joists with a 13mm to 30mm gap (short cut) use an adjustment factor of 0.75.
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