Hitools

A34 A35 Reinforced Angle Bracket

Model: A34A35

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The versatile A34 and A35 Reinforced Angle Brackets provide a way to make a straight angle of 90° connection. The A35 Angle Bracket’s exclusive bending slot allows instant, accurate field bends for two and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections.

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

Material

Carbon Steel 1.5mm thick

Finish

Z275 Galvanised: A34; A35
316 Stainless Steel: A34SS; A35SS

Features & Benefits

Removes the guesswork for making perfectly square connections
Reinforces 90-degree connections
Stronger than angled nailing or screw fastening
Staggered fastener pattern reduces the chances of timber splitting
Speed Prong feature helps to temporarily position and secure the connector for easier and faster installation
Bending slot allows field bends for two and three-way tie connections
Manufactured in heavier gauge steel for a stronger connection

Installation

Use all specified fasteners

Model No. Table

Model No.	Dimension (mm)		Type of Connection	Fasteners (No. – Length x Dia., mm)	Direction of Load	Design Capacity (kN)			Design Capacity (kN)
	Dimension (mm)					Australia			New Zealand
	W1	W2				Floor k1 = 0.69	Roof k1 = 0.77	Wind/ EQ k1 = 1.14	Floor k1 = 0.80	Roof k1 = 0.80	Wind/ EQ k1 = 1.0
A34	35	35	1	8 – 38 x 3.32	F1	0.99	0.99	0.99	0.93	0.93	0.93
A34	35	35	1	8 – 38 x 3.32	F27	0.95	0.95	0.95	0.90	0.90	0.90
A34SS	35	35	1	8 – 38 x 3.32	F1	0.67	0.67	0.67	0.63	0.63	0.63
A34SS	35	35	1	8 – 38 x 3.32	F27	0.65	0.65	0.65	0.61	0.61	0.61
A35	35	35	2	9 – 38 x 3.32	A1, E	1.40	1.47	1.47	1.21	1.21	1.38
			2	9 – 38 x 3.32	C1	0.44	0.44	0.44	0.42	0.42	0.42
			3	12 – 38 x 3.32	A2	1.40	1.57	1.68	1.21	1.21	1.51
					C2	0.86	0.86	0.86	0.81	0.81	0.81
					D	1.05	1.05	1.05	0.99	0.99	0.99
			4	12 – 38 x 3.32	F1	2.21	2.21	2.21	2.08	2.08	2.08
			4	12 – 38 x 3.32	F27	1.43	1.43	1.43	1.34	1.34	1.34
A35SS	35	35	2	9 – 38 x 3.32	A1, E	0.88	0.88	0.88	0.83	0.83	0.83
			2	9 – 38 x 3.32	C1	0.31	0.31	0.31	0.29	0.29	0.29
			3	12 – 38 x 3.32	A2	1.26	1.26	1.26	1.18	1.18	1.18
					C2	0.65	0.65	0.65	0.61	0.61	0.61
					D	0.84	0.84	0.84	0.79	0.79	0.79
			4	12 – 38 x 3.32	F1	1.76	1.76	1.76	1.66	1.66	1.66
			4	12 – 38 x 3.32	F27	1.14	1.14	1.14	1.08	1.08	1.08
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. Design capacities are for one part. When parts are installed on each side of the joist, the minimum joist beadth is 75mm. Some illustrations show connections that could cause cross–grain tension or bending of the timber during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered. Connectors are required on both sides to achieve F2 load in both directions. For simultaneous loads in more than one direction, the connector must be evaluated using the Unity Equation. See General Note 'e' on page 15.

1 - A34

2 - A35

3 - A35

4 - A35

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