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LUS Double Shear Joist Hanger 90 mm (w) Timber

Model: HUS48Z

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Joist hangers are designed to provide support underneath the joist, rafter or beam to provide a strong a connection. The LUS Double Shear Joist Hanger values engineering at its finest. All hangers in the LUS series have Double-Shear Nailing. This innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation and the use of standard nails for all connections.

To help with installation speed every LUS Joist Hanger incorporates the Simpson Strong‑Tie Speed Prong feature which is designed to temporarily position and secure the connector for easier and faster installation. 

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

Material
  • Carbon Steel or Stainless Steel 1.2mm thick: LUS46 
  • Carbon Steel 2mm thick: HUS48Z 
Finish
  • ZMAX® Galvanised: LUS46/77Z; LUS46/118Z; LUS46/166Z; HUS48Z
  • 316 Stainless Steel: LUS46/77SS; LUS46/118SS; LUS46/166SS
Features & Benefits
  • Stamp of "Double-Shear Nailing" on the side
  • Patented double-shear nailing design ensures a strong, durable connection (U.S. Patent 5,603,580)
  • Slit width dome guides the nail into the joist at a 45° angle 
  • Speed Prongs help to temporarily position and secure the connector for easier and faster installation
  • Angled joist nailing easier in tight spaces
  • Designed for greater strength with fewer fasteners to install
  • Do not bend or remove tabs
  • The CCN64 Collated Connector Nailer is the perfect companion for the LUS and other Simpson Strong Tie timber connectors to get the job done with ease and in less time
  • Compatible with Strong-Drive® SD screws
  • Available in 316 Stainless Steel for outdoor structures and more corrosive environments such as coastal areas
Installation
  • Use all specified fasteners
  • Nails must be driven at a 45° angle through the joist or truss into the header to achieve the table loads
  • Not designed for welded applications
  • Use SCNR stainless steel nails with LUS stainless steel hangers
  • LUS hangers cannot be modified (Do not bend or remove tabs)
 
 
Model No. Table

Model No.

Joist Size (mm)

Dimensions (mm)

Fasteners
(No. — Length x Dia., mm)

Design Capacity (kN)

Width

Height

W

H

B

Header6

Joist

Uplift k1 = 1.0

Download

Floor k1 = 0.80

Roof k1 = 0.80

LUS46/ 77Z
LUS46/ 77SS

45

90 – 130

46

77

45

4 — 38 x 3.75

2 — 64 x 3.75

1.6

3.3

3.3

LUS46/ 118Z

LUS46/ 118SS

120 – 190

118

4 — 38 x 3.75

4 — 64 x 3.75

3.1

4.2

4.2

LUS46/ 166Z

LUS46/ 166SS

175 – 280

166

6 — 38 x 3.75

4 — 64 x 3.75

3.1

5.5

5.5

HUS48Z

90

180-260

90.5

176

50

6 — 75 x 3.75

6 — 75 x 3.75

5.28

4.22

4.22

 

  1. 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.
  2. The Strength Reduction Factor (φ) is 0.80 for nails in lateral loading.
  3. Duration of Load Factor (k1) is as shown. Reduce Duration of Load Factor where applicable. Capacities may not be increased.
  4. Timber species for joint design is seasoned Radiata Pine, which is New Zealand Joint Group J5 per NZS 3603 Table 4.1.
  5. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  6. The LUS header nails may be 64 x 3.75 mm nails.
  7. The Design Capacities shall be multiplied by 1.10 when 75 x 3.75 mm nails are used instead of the specified 64 x 3.75 mm nails.
  8. Stainless steel connectors must use SCNR stainless steel ring shank nails or SD9112SS and SD9212SS stainless screws in lieu of the nail lengths specified table.
  9. Nails and Strong-Drive SD Connector screws may not be combined in a connection.

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