Hitools

IUSE Face Fix I-Joist Hanger

Model: IUSE

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The IUSE Face Fix I-Joist Hanger is a hybrid hanger that incorporates the advantages of a face mount and top mount hanger. Installation is fast with the Strong‑Grip™ seat, easy‑to‑reach face nails and self‑jigging locator tabs. Nailing is done on the lateral flanges after pre-positioning the connectors with speed prongs.

Please check the Corrosion Information to see if it is suitable for your application.

Material

Carbon Steel 1.2mm thick

Finish

Z275 Galvanised

Features & Benefits

This hanger incorporates the Strong‑Grip™ seat which secures the I‑joist without the need for any fasteners
Positive angle nailing (PAN) minimises splitting of the joist flanges
Engineered swages for extra strength and to minimise deflections
Top flanges make installation easier and quicker
Speed Prongs help to temporarily position and secure the connector for easier and faster installation
Available with a wide range of I-Joist sizes

Installation

Use all specified fasteners
Position I‑joist into hanger and snap into place. No joist nailing required. Some models have triangle and round header nail holes. To achieve Max. download, fill both round and triangle holes
Locator tabs are not structural. They may be bent back to adjust for hanger placement
I‑joists with web stiffeners or rectangular sections can be used with the installation of 2 – 38mm x 3.75mm nails into the optional triangle joist nails

Model No. Table

Model No.	Joist Size (mm)		Dimensions (mm)			Fasteners (No. – Length x Dia.,mm)		Design Capacity (kN)
	Width	Height	H	W	B	Face5	Joist	Download
	Width	Height	H	W	B	Face5	Joist	Floor (k1 = 0.8)	Roof (k1 = 0.8)
IUSE199/ 48	45	200	199	48	51	10 – 38 x 3.75	2 – 38 x 3.75	4.37	4.37
IUSE239/ 54	51	240	239	54	51	14 – 38 x 3.75	2 – 38 x 3.75	5.29	5.29
IUSE299/ 54	51	300	299	54	51	16 – 38 x 3.75	2 – 38 x 3.75	5.29	5.29
IUSE239/ 66	63	240	239	66	51	14 – 38 x 3.75	2 – 38 x 3.75	4.91	4.91
IUSE244/ 66		245	244	66	51	14 – 38 x 3.75	2 – 38 x 3.75	5.83	5.83
IUSE299/ 66		300	299	66	51	16 – 38 x 3.75	2 – 38 x 3.75	5.29	5.29
IUSE239/ 73	70	240	239	73	51	14 – 38 x 3.75	2 – 38 x 3.75	5.83	5.83
IUSE299/ 73	70	300	299	73	51	16 – 38 x 3.75	2 – 38 x 3.75	5.29	5.29
IUSE199/ 92	90	200	199	92	51	10 – 38 x 3.75	2 – 38 x 3.75	4.29	4.29
IUSE239/ 92		240	239	92	51	14 – 38 x 3.75	2 – 38 x 3.75	5.98	5.98
IUSE299/ 92		300	299	92	51	16 – 38 x 3.75	2 – 38 x 3.75	5.29	5.29
IUSE359/ 92		360	359	92	51	20 – 38 x 3.75	2 – 38 x 3.75	6.86	6.86
IUSE399/ 92		400	399	92	51	22 – 38 x 3.75	2 – 38 x 3.75	6.86	6.86
Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the NZ Strength Reduction Factor (φ), and applicable the k modification factors following NZS 3603 and (2) the Serviceability Capacity which is the load at 3.2mm joint slip. Design Capacity is the minimum of test data and structural joint calculation. The Strength Reduction Factor (φ) is 0.80 for nails in lateral loading. Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased. Timber species for joint design is seasoned Radiata Pine, which is New Zealand Joint Group J5 per NZS 3603 Table 4.1. The Design Capacities may be multiplied by 1.3 when 75mm x 3.75mm face nails are used. The Design Uplift Capacity is 0.52kN for New Zealand when two joist nails are installed.

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