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E5 Reinforced Angle Bracket

Model: E5

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E5 Reinforced Angle Bracket is suitable for structural applications in framing and timber-frame houses for general connecting of timber at 90° angles. Typical applications include fixing trusses, studs, purlins, beams and posts. Suitable support materials include solid timber, composite timber, laminated timber and trusses.

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

Material & Finish
  • Carbon Steel & 316 Stainless Steel 1.5mm thick
  • Z275 Galvanised: E5
  • 316 Stainless Steel: E5SS
Features & Benefits
  • Removes the guesswork for making perfectly square connections
  • Reinforces 90-degree connections
  • Two anchor holes for extra strength in required applications
  • Heavily swaged without any welding during the manufacturing process gives it extra strength
  • Easy to install for right-angled corner joints reinforcement
  • The E5SS is ideal for Deck Joist Fixing combined with Simpson Strong-Tie's DTT Tension Tie & Holdown
  • Available in 316 Stainless Steel for outdoor structures and more corrosive environments such as coastal areas
Installation
  • Use all specified fasteners
  • Simpson Strong-Tie Stainless Steel connectors require stainless steel fasteners
 
 
Model No. Table

Model No.

Dimensions (mm)

Fasteners (No. - Length x Dia., mm)

Design Capacity Nd,j (kN)

Design Capacity Nd,j (kN)

H

W

B

Top Plate

Truss/Rafter

Australia

New Zealand

Uplift (k1 = 1.14)

Uplift (k1 = 1.0)
  1. 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 3.2 mm joint slip. Design Capacity is the minimum of test data and structural joint calculation.
  2. 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 and 0.7 for other types of fasteners.
  3. Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor (k1) where applicable. Capacities may not be increased.
  4. 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.
  5. Simpson Strong-Tie stainless-steel connectors require stainless-steel fasteners.

E5

75

65

48

6 – SD#10 x 64mm

7 – SD#10 x 38mm

4.1

2.96

6 – SD#10 x 64mm

7 – 38 x 3.75mm

4.1

2.96

E5SS

6 – CSA5.0X40S

7 – CSA5.0X40S

3.2

2.31

6 – CSA5.0X40S

7 – 38 x 3.75mm SS

3.1

2.20

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