SKU: ECCLQ6X-SDS

Simpson ECCLQ6X-SDS L-Shape End Column Cap for 6X Beam W/SDS Screws, Custom Non-Returnable

Simpson ECCLQ6X-SDS L-Shape End Column Cap for 6X Beam W/SDS Screws, Custom Non-Returnable!

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Specifications

Finish: Gray Paint
Beam size: 6X
Fasteners required: Top: (5) 0.148 x 3" Face: (2) 0.148 x 3" Joist: (8) 0.148 x 1-1/2"
Height: (See Image 2) H1: 7"; H2: 7" - 15"
Manufacturer name: Simpson Strong-Tie
Thickness: 7 Gauge
Width: (See Image 2) W1: 4.125" - 6.8125"; W2: 3.25" - 8"; W3: 3.25" - 8"
Description

This item is made to order and is non-returnable - Please call us at 888-794-1590 for exact lead times on this product

 

The ECCLQ is designed to provide strong column-beam connections in end-of-beam applications when two beams intersect in an "L" formation on top of a column. When properly installed, this column cap helps to distribute the load from the beams and provides support for the connection. The ECCLQ6X-SDS comes with Strong-Drive SDS Heavy-Duty Connector screws to provide faster installation and a lower profile than standard through bolts and is special-ordered per specific details from the designer to accommodate the many combinations of beam and post sizes.

Features

  • 1/4" x 2 1/2" Strong-Drive SDS Heavy-Duty Connector screws provided.
  • Screws are configured to provide high uplift design values
  • Certified welds for confidence in strength and loading
  • Diamond holes to provide temporary fastening
  • Also available in hot dip galvanized (HDG) finish, please specify when ordering.
  • Available in widths up to 8" wide, straps may be rotated, and column caps may be ordered without the column straps for field welding to a steel column.

NOTE: The correct fasteners installed in the correct position must be used to achieve published load values

California Residents: WARNING

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× WARNING: This product can expose you to chemicals which are known to the State of California to cause cancer, birth defects and other reproductive harm. For more information visit: www.P65Warnings.ca.gov.

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