HU Heavy Duty Face Fix Joist Hanger

Name: HU Heavy Duty Face Fix Joist Hanger
Brand: Simpson Strong-Tie
SKU: hu

Select your Model:

SKU: HU140/45

AUD$93.75per Carton

Description:

The HU Face Fix Joist Hanger is a heavy‑duty hanger designed for applications requiring additional strength and safety factors. It is suitable for fixing to timber or masonry.

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

Model Variants:

Description	Unit	Carton QTY	Price AUD
Face Mount Joist Hanger 45X140-205mm	Carton	25	$93.75
Face Mount Joist Hanger 45X170-255mm	Carton	25	$112.50
Face Mount Joist Hanger 45X240-355mm	Carton	25	$130.00
Face Mount Joist Hanger 45X285-420mm	Carton	25	$140.00
Face Mount Joist Hanger 63X135-190mm	Carton	50	$370.00
Face Mount Joist Hanger 63X170-250mm	Carton	25	$195.00
Face Mount Joist Hanger 63X225-410mm	Carton	25	$207.50
Face Mount Joist Hanger 63X275-410mm	Carton	25	$232.50
Face Mount Joist Hanger 90X120-180mm	Carton	50	$270.00
Face Mount Joist Hanger 90X160-235mm	Carton	25	$155.00
Face Mount Joist Hanger 90X215-315mm	Carton	25	$172.50
Face Mount Joist Hanger 90X265-390mm	Carton	25	$211.25
Face Mount Joist Hanger 90X305-390mm	Carton	25	$290.00

Model No Table:

HU Technical Data

Model No.	Markings on Hangers	Joist Size (mm)		Dimensions (mm)				Fasteners (No. – Length x Dia., mm)			Design Capacity (kN)
		Width	Height	W	H	B	Thickness	Timber Header	Concrete/ Core Filled Blockwork Header	Joist	Uplift k1 = 1.14	Download
		Width	Height	W	H	B	Thickness	Timber Header	Concrete/ Core Filled Blockwork Header	Joist	Uplift k1 = 1.14	Floor k1 = 0.69	Roof k1 = 0.77
HU140/ 45	HU1.81/ 5	45	140-205	46	137	64	2	16 - 38 x 3.75	16 - TNT6.4x70	6 - 38 x 3.75	7.16	10.94	10.94
HU170/ 45	HU7		170-255		170			16 - 38 x 3.75	16 - TNT6.4x70	8 - 38 x 3.75	8.03	10.94	10.94
HU240/ 45	HU9		240-355		237			24 - 38 x 3.75	24 - TNT6.4x70	10 - 38 x 3.75	8.03	13.8	13.8
HU285/ 45	HU11		285-420		281			30 - 38 x 3.75	30 - TNT6.4x70	10 - 38 x 3.75	8.03	13.8	13.8
HU135/ 63	HU36	63	135-190	65	133	67		8 - 38 x 3.75	8 - TNT6.4x70	4 - 38 x 3.75	5.16	6.25	6.97
HU170/ 63	HU38		170-250		167			10 - 38 x 3.75	10 - TNT6.4x70	4 - 38 x 3.75	5.16	7.34	8.2
HU225/ 63	HU310		225-335		225			14 - 38 x 3.75	14 - TNT6.4x70	6 - 38 x 3.75	7.16	10.11	10.31
HU275/ 63	HU312		275-410		275			16 - 38 x 3.75	16 - TNT6.4x70	6 - 38 x 3.75	7.16	10.31	10.31
HU120/ 90	HU46	90	120-180	90	120	67		12 - 38 x 3.75	12 - TNT6.4x70	6 - 38 x 3.75	5.16	8.46	8.46
HU155/ 90	HU48		160-235		155			14 - 38 x 3.75	14 - TNT6.4x70	6 - 38 x 3.75	5.16	9.26	9.26
HU215/ 90	HU410		215-315		213			18 - 38 x 3.75	18 - TNT6.4x70	10 - 38 x 3.75	7.55	10.94	10.94
HU265/ 90	HU412		265-390		263			22 - 38 x 3.75	22 - TNT6.4x70	10 - 38 x 3.75	7.55	12.58	12.58
HU305/ 90	HU414		305-450		302			24 - 38 x 3.75	24 - TNT6.4x70	12 - 38 x 3.75	7.55	13.8	13.8

Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the Australian Capacity Factor, and applicable the k modification factors following AS1720.1 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.
For Australia, the Capacity Factor (φ) is 0.85 for nails and screws for structural joints in a Category 1 application. Reduce tabulated values where other Category applications govern.
Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor (k1) where applicable. Capacities may not be increased.
Timber species for joint design is seasoned Radiata Pine, which is Australia Joint Group JD4 per AS 1720.1 Table H2.4
For maximum nailing quantity and load values, fill all round and trianglular holes.
Concrete shall have a minimum compressive strength of f'c = 18 MPa and concrete core filled blockwork/masonry shall have a minimum compressive strength of f'm =10 MPa.
Products shall be installed such that Titen Turbo screws are not exposed to the weather.
Fasteners: Nail dimensions are listed diameter by length. Titen Turbo screws are Simpson Strong-Tie concrete and masonry screws (hex-head model required).