The Simpson ECCLR444 L-Shape End Column Cap from Simpson Strong-Tie is engineered to deliver strong, reliable column-to-beam connections in end-of-beam applications where two beams intersect in an "L" formation on top of a column. Built for nominal 4x main beam, 4x post, and 4x side beam configurations, this right-hand cap helps distribute load from the beams and provides structural support at the connection point. Fabricated from 7-gauge steel with a Simpson Strong-Tie gray paint finish and assembled with certified welds, this L-shape end column cap is built to perform in demanding structural framing applications. For a left-direction configuration, order the ECCLL instead.

Key Features

• Certified welds throughout - gives you confidence in the strength and load capacity of every connection, reducing the risk of field failures at critical beam-to-column joints.
• NDS code-compliant bolt spacing - meets National Design Specification requirements out of the box, simplifying inspection and approval on regulated projects.
• Diamond holes included - allow for temporary fastening during installation, making it easier to position and hold the cap securely before final bolting.
• Right-hand orientation - purpose-built for right-direction L-shape end column applications, ensuring proper geometry and fit without field modification.
• Sized for 4x main beam, 4x post, and 4x side beam members - matches common framing dimensions directly, generally eliminating the need for additional brackets or braces at the connection.
• 7-gauge steel construction - provides the structural rigidity and load-bearing capacity expected in heavy framing and post-and-beam applications.
• Simpson Strong-Tie gray paint finish - offers a consistent, finished appearance while providing a baseline level of corrosion resistance for the connector.
• Installed with 5/8-in. diameter bolts - uses a standard bolt size that is widely available, keeping your fastener sourcing straightforward.

Why This Product

• Purpose-designed for L-shape end-of-beam applications - unlike general-purpose hardware, this cap is specifically engineered for the geometry where two beams meet in an "L" formation on top of a column, so the fit, bolt layout, and load path are all optimized for that exact condition.
• Certified welds combined with NDS-compliant bolt spacing - means both the fabrication and the fastening pattern meet recognized structural standards, giving builders and inspectors a clear basis for confidence in the connection.
• Accommodates many beam and post size combinations - the ECCL series is sized to specific plan details and can accommodate a wide range of project requirements, making it a practical choice across varied structural framing scenarios.
• American-made by Simpson Strong-Tie - produced domestically by a manufacturer with a long track record in structural connectors, supporting consistent quality and availability for professional framing projects.

Specifications

• MPN: ECCLR444
• Direction: Skewed Right
• Member Size: 4x main beam, 4x post, 4x side beam
• Gauge: 7-gauge steel
• Coating / Finish: Simpson Strong-Tie Gray Paint
• Install With: 5/8-in. diameter bolts
• Country of Origin: United States

Approved Applications

• End-of-beam column-to-beam connections where two beams meet in an "L" formation on top of a column
• Structural connections requiring load distribution from beams down through a post
• Projects specifying right-hand L-shape end column cap configurations with 4x main beam, 4x post, and 4x side beam members
• Applications requiring NDS code-compliant bolt spacing for structural performance

Options

• Many combinations of beam and post sizes can be manufactured. Refer to worksheet Options for Multiple-Beam, Bolted Column Caps.
• Contact us for Configurable Options and Special orders
  
• The download shall be determined from the allowable loads for the unmodified product (see ECC column caps). The side beam can take a maximum of 40% of the download and shall not exceed 10,665 lb. The sum of the loads for the side beam(s) and main beam cannot exceed the table load.
• Uplift loads do not apply for ECCL caps.
• The column width in the direction of the main beam width must be the same as the main beam width (W1).
• Specify the stirrup height from the top of the cap. The minimum side stirrup heights (H2 or H3) is 6 1/2" (3 1/2" for models ending in "44").
• The L dimension may vary depending on the width of the side stirrup (W3 or W4).
• Column caps may be ordered without the column straps for field welding to a steel column. Specify "No Straps" when ordering. Weld by designer. Full loads apply for the beam and the post cap.