Cold-Formed Steel: S/JCT & S/HJCT Tension Ties

S/HJCT
U.S. Patent 6,230,467

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

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:

Attach hanger with specified fasteners. Use round holes for minimum load, use round and triangle holes for maximum load.
May be used for weld-on applications. The minimum required weld to the top flange is 1/8" x 2 1/2" fillet weld to each side of top flange. Consult the code for special considerations when welding galvanized steel.

Features:

Uni-directional: Joist can be attached from left or right
One size fits joists 8" through 14" deep.
Optional holes for additional load capacity.
Simplicity of design.
Quick and easy installation.
Field skewable up to 45° left or right.

roll over images below to see larger image

Allowable loads for CFS headers are based on a single 54 mil (16 ga) steel.
Allowable loads for wood headers are based on 4x10 minimum DFL, specific gravity = 0.50.
Steel header must be braced to prevent web buckling per Designer specification.
Steel joist shall be laterally braced per Designer specification.
Screws shall be installed using joist hanger holes screwing through the hanger into the joist.
Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
For joists with up to a 0.50" gap (short cut) use an adjustment factor of 0.87.
For joists with a 0.50" to 0.90" gap (short cut) use an adjustment factor of 0.75.

Backing in the steel beam cavity is not required behind the hanger for loads listed.

					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