Simpson OHS195 Ornamental Strap Tie, 6" x 19-1/2" Black Powder Coated is a heavy-duty ornamental strap tie from Simpson Strong-Tie engineered to transfer tension loads across a wide range of structural applications. Finished with a flat black powder-coated surface, this strap delivers a more durable and visually refined result than standard paint, making it ideal for both functional and ornamental installations where appearance matters.

Key Features

• Flat black powder-coated finish produces a much more durable and better-looking finish than standard paint
• Designed for ornamental applications with a clean, finished aesthetic
• Transfers tension loads across a variety of structural applications
• 7-gauge steel construction for reliable strength and rigidity
• 6" wide by 19-1/2" long profile accommodates generous splice coverage
• Must be centered about splice joint for proper load transfer
• Allowable loads increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern
• Allowable loads based on parallel-to-grain loading and a minimum member thickness of 3-1/2" with machine bolts in single shear
• Bolt edge distances must meet NDS minimum requirements
• Made in the United States

Specifications

• Model Number: OHS195
• Gauge: 7
• Width: 6 in.
• Length: 19-1/2 in.
• Coating/Material: Powder Coating, Black
• Required Fasteners: (8) 3/4" Machine Bolts
• Country of Origin: United States

Frequently Asked Questions

What type of fasteners are required to install the OHS195 strap tie?

Installation of the OHS195 requires (8) 3/4" machine bolts. Bolt edge distances must meet NDS minimum requirements to ensure proper load performance.

Can the OHS195 be used in high-wind or seismic applications?

Yes. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed. Loads should be reduced where other governing load conditions apply.

How should the OHS195 strap be positioned during installation?

The strap must be centered about the splice joint. Allowable loads are based on parallel-to-grain loading with a minimum member thickness of 3-1/2" with machine bolts in single shear.

What should a designer consider when combining bolt orientations?

When combining bolts parallel and perpendicular to grain, the designer must independently determine the allowable loads, as the standard published values apply specifically to parallel-to-grain loading conditions.