SDE Split Face Mount Joist Hanger

Name: SDE Split Face Mount Joist Hanger
Brand: Simpson Strong-Tie
SKU: sde

Select your Model:

SKU: SDE340/30

AUD$475.00per Carton

Description:

The SDE Split Joist Hanger is a two‑piece, width‑adjustable joist hanger that can accommodate joist widths from 60mm and 120mm. Each SDE is comprised of one left and one right piece. It is essential to install nails in the base of the joist hanger to ensure a solid assembly.

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

Model Variants:

Description	Unit	Carton QTY	Price AUD
2 PART (LEFT/RIGHT) HEAVY DUTY U HANGER	Carton	25	$475.00
2 PART (LEFT/RIGHT) HEAVY U HANGER	Carton	25	$500.00
2 PART (LEFT/RIGHT) HEAVY DUTY U HANGER	Carton	25	$525.00

Model No Table:

Model No.	Joist Size (mm)		Dimensions (mm)			Fasteners (No. – Length x Dia., mm)		Country	Design Capacity (kN)
	Width	Height	W	H	B	Face	Joist		Uplift	Download
										Floor	Roof
SDE340/30	60–120	140–190	30	140	84	22 – 38 x 3.75	16 – 38 x 3.75	AU	k1 = 1.14	k1 = 0.69	k1 = 0.77
									11.48	7.82	7.82
								NZ	k1 = 1.0	k1 = 0.80	k1 = 0.80
									10.80	7.36	7.36
SDE380/30		160–240	30	160	84	22 – 38 x 3.75	16 – 38 x 3.75	AU	k1 = 1.14	k1 = 0.69	k1 = 0.77
									11.48	7.82	7.82
								NZ	k1 = 1.0	k1 = 0.80	k1 = 0.80
									10.80	7.36	7.36
SDE440/30		190–290	30	190	84	28 – 38 x 3.75	20 – 38 x 3.75	AU	k1 = 1.14	k1 = 0.69	k1 = 0.77
									17.89	10.50	10.50
								NZ	k1 = 1.0	k1 = 0.80	k1 = 0.80
									13.95	9.89	9.89
Design Capacity is the lesser of (1) the Characteristic Capacity multiplied by the Australian Capacity Factor, or the NZ Strength Reduction Factor (φ), and applicable the k modification factors following AS 1720.1 and 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. 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. For NZ, 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 Australia Joint Group JD4 per AS 1720.1 Table H2.4 and New Zealand Joint Group J5 per NZS 3603 Table 4.1.