Cold-Formed Steel: HUC Hangers

Flare-Bevel Groove Weld (See Detail)

Lap-Joint Fillet Weld

Flare-Bevel
Groove Weld
Detail

Installation for CFS Built-Up Beam
The Designer is responsible for design of beam member.

Material: 68 mil (14 ga).

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).

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Loads assume an E-70S-6 (60 ksi) filler rod.
Welds must conform to the current A.W.S. D1.3 structural welding code for sheet steel and must be performed by certified welder.
Designer shall ensure that the joist member adequately transfers load to hanger.
Hanger-to-joist connection shall be made using screws on the side of the hanger where it meets the web of the joist.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
HUC	See specific model numbers for code listings.
HUC210-2		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC210-3		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC28-2		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC410		ESR-2549 / ESR-2552 / ESR-2523 *	RR25801 / RR25807	FL10655 / FL10531
HUC46		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC48		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC66		ESR-2549 / ESR-2523 *	RR25807	FL10655
HUC68		ESR-2549 / ESR-2523 *	RR25807	FL10655

* 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

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	ORTHOGRAPHIC	PERSPECTIVE
HUC	None for this model	HUC On a Beam: DWG \| DXF HUC On a Post: DWG \| DXF
HUC210-2	HUC210-2: DWG \| DXF HUC210-2SKL: DWG \| DXF HUC210-2SKR: DWG \| DXF HUC210-2 front view: DWG \| DXF HUC210-2SKL front view: DWG \| DXF HUC210-2SKR front view: DWG \| DXF HUC210-2 left view: DWG \| DXF HUC210-2SKR left view: DWG \| DXF HUC210-2 right view: DWG \| DXF HUC210-2SKL right view: DWG \| DXF HUC210-2 top view: DWG \| DXF HUC210-2SKL top view: DWG \| DXF HUC210-2SKR top view: DWG \| DXF	High Wind-Resistant Construction D108: Hanger Uplift Considerations: DWG \| DXF
HUC210-3	None for this model	None for this model
HUC28-2	HUC28-2: DWG \| DXF HUC28-2 front view: DWG \| DXF HUC28-2 left view: DWG \| DXF HUC28-2 right view: DWG \| DXF HUC28-2 top view: DWG \| DXF	None for this model
HUC410	HUC410: DWG \| DXF HUC410 front view: DWG \| DXF HUC410 left view: DWG \| DXF HUC410 right view: DWG \| DXF HUC410 top view: DWG \| DXF	None for this model
HUC46	HUC46: DWG \| DXF HUC46 front view: DWG \| DXF HUC46 left view: DWG \| DXF HUC46 right view: DWG \| DXF HUC46 top view: DWG \| DXF	None for this model
HUC48	HUC48: DWG \| DXF HUC48 front view: DWG \| DXF HUC48 left view: DWG \| DXF HUC48 right view: DWG \| DXF HUC48 top view: DWG \| DXF	None for this model
HUC66	HUC66: DWG \| DXF HUC66 front view: DWG \| DXF HUC66 left view: DWG \| DXF HUC66 right view: DWG \| DXF HUC66 top view: DWG \| DXF	None for this model
HUC68	HUC68: DWG \| DXF HUC68 front view: DWG \| DXF HUC68 left view: DWG \| DXF HUC68 right view: DWG \| DXF HUC68 top view: DWG \| DXF	None for this model