THJA26 Truss Hip/Jack Hangers

The versatile THJA26 can accommodate right or left hand hips (at 45-degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips.

Installation

View step-by-step installation instructions

Material: 14 gauge

Finish: Galvanized

Installation:

Use all specified fasteners. See General Notes.
All multiple members must be fastened together to act as a single unit.
Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3.

Options: These hangers cannot be modified.

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THJA26		Typical THJA26 Installation


Top View Left Hand Hip Installation	Top View Right Hand Hip Installation	Top View Terminal Hip without Center Common Jack

Uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
Wind (160) is a download rating.
Loads shown are based on a minimum 2-2x6 carrying member. For single 2x carrying members (min. 2x6), use 10dx1 1/2" nails and use 0.67 of the table value. For 2-2x4 carrying members,multiply the download by 0.50.
16d sinkers (0.148" dia. x 3 1/4" long) may be substituted for the specified 16d commons at 0.85 of the table load.
Tabulated hip and jack allowable loads assume that 75% of the total load is distributed to the hip and 25% to the jack. It is permitted to distribute 65% to 85% of the tabulated total load to the hip, and the remaining percentage of total load to the jack. The combined hip and jack load may not exceed the published Total Load.
For terminal hips, divide the total allowable load by 2 to determine the allowable load for each hip.
Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2007. Simpson Strong-Tie® Connector Selector® software includes the ANSI/TPI evaluation in its hanger allowable loads. For additional information, contact Simpson Strong-Tie.
NAILS: 16d = 0.162" dia. x 3 1/2" long, 10dx1 1/2"= 0.148" dia. x 1 1/2" long. See other nail sizes and information.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
THJA26		ESR-2605 / ESR-2523 *		FL10444

* 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

Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
THJA26	THJA26: DWG \| DXF THJA26 front view: DWG \| DXF THJA26 left view: DWG \| DXF THJA26 right view: DWG \| DXF THJA26 top view: DWG \| DXF	THJA26: DWG \| DXF