The Simpson ECC44 End Column Cap is engineered by Simpson Strong-Tie to deliver strong, reliable column-beam connections in end-of-beam applications throughout wood construction. The seat of the column cap provides an additional surface area of bearing that extends beyond one side of the column, helping to distribute the load from the beam and provide dependable support for the connection. Built from 7-gauge steel with a Simpson Strong-Tie gray paint finish, this end column cap is a purpose-built solution for structural post-to-beam connections using 4x nominal lumber.

Key Features

• Certified welds - provide confidence in strength and loading, so you can trust the connection meets structural demands.
• Uplift loads increased for earthquake or wind loading - gives the connection added resistance in high-wind or seismic conditions, making it suitable for demanding structural environments.
• Bolt spacing that meets NDS code requirements - ensures optimal performance and simplifies the inspection and approval process on code-compliant builds.
• Diamond holes for temporary fastening - allow the cap to be held in position during layout and alignment before final bolting, improving installation accuracy.
• 7-gauge steel construction - delivers the structural thickness needed for heavy-load post-and-beam applications without excess weight.
• Simpson Strong-Tie gray paint finish - provides a protective coating that helps guard against corrosion in typical wood construction settings.
• Sized for 4x nominal beam and 4x nominal post - offers a precise fit for standard dimensional lumber, reducing the need for field modifications.

Why This Product

• Built for end-of-beam structural connections - the ECC44 is specifically designed for end-of-beam applications, where load distribution from the beam to the post is critical. The extended bearing seat goes beyond one side of the column to help spread that load more effectively.
• Engineered for high-stress conditions - with certified welds and uplift loads increased for earthquake or wind loading, this column cap is appropriate for projects in seismic or high-wind zones where connection integrity is non-negotiable.
• Code-compliant bolt spacing out of the box - bolt spacing that meets NDS code requirements means less time verifying compliance and more confidence the connection will pass inspection on the first review.
• Practical installation details reduce jobsite friction - diamond holes for temporary fastening let you position and hold the cap in place before committing to final installation, helping avoid costly misalignment on structural connections.

Specifications

• Model Number: ECC44
• Member Size: 4x beam, 4x post
• Length: 5-1/2 in.
• Width 1: 3-5/8 in.
• Width 2: 3-5/8 in.
• Height 1: 4 in.
• Gauge: 7
• Coating/Finish: Simpson Strong-Tie Gray Paint
• Install With: (3) 5/8 in. diameter machine bolts

Options

• Contact us for Configurable Options and Special orders
• Straps may be rotated 90 deg. (see SPECS)
• For special, custom or rough-cut lumber sizes, provide dimensions. An optional W2 dimension may be specified. (The W2 dimension on straps rotated 90 deg. is limited by the W1 dimension.)

Downloads and Resources

• View Specifications

Frequently Asked Questions

What is the ECC44 designed to be used with?

The ECC44 is designed for use with a 4x nominal beam width and a 4x nominal post size, making it suited for end-of-beam column-beam connections in wood construction.

What fasteners are required to install the ECC44?

The ECC44 is installed with three 5/8 in. diameter machine bolts.

What material and finish is the ECC44 made from?

The ECC44 is constructed from 7-gauge steel and features a Simpson Strong-Tie gray paint finish for durability and corrosion resistance.

Is the ECC44 suitable for use in high-wind or seismic zones?

Yes. The ECC44 features uplift loads increased for earthquake or wind loading, along with certified welds and bolt spacing that meets NDS code requirements, making it appropriate for demanding structural applications.

Note: Product dimensions may differ from picture.