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S/JCT & S/HJCT Steel Joist Hangers

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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: S/JCT- 68 mil (14 ga); S/HJCT- 97 mil (12 ga).

Finish: Galvanized.

Installation:

Features:


top Gallery:
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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 Installation with a 4x10 wood header S/HJCT Weld-On Installation with an I-Beam. Install joist’s fasteners as shown
(see footnote 9)
S/HJCT Installation on masonry header

top Load Table: See code report listings below
Table
  1. Allowable loads for CFS headers are based on a single 54 mil (16 ga) steel.
  2. Allowable loads for wood headers are based on 4x10 minimum DFL, specific gravity = 0.50.
  3. Steel header must be braced to prevent web buckling per Designer specification.
  4. Steel joist shall be laterally braced per Designer specification.
  5. Screws shall be installed using joist hanger holes screwing through the hanger into the joist.
  6. Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
  7. For joists with up to a 0.50" gap (short cut) use an adjustment factor of 0.87.
  8. For joists with a 0.50" to 0.90" gap (short cut) use an adjustment factor of 0.75.
  9. Backing in the steel beam cavity is not required behind the hanger for loads listed.
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
S/HJCT      FL9601      
S/JCT      FL9601      

   
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