GLB/HGLB Beam Seats
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Girder Hangers/Beam Seats
This product's information may differ depending on the category of use. You are currently viewing details related to Girder Hangers/Beam Seats. You can also view product information related to the category: Misc. Connectors for Engineered Wood
Product Details
The GLB series provides a connection between beam and concrete or CMU pilaster.
Finish
- Simpson Strong-Tie gray paint. Hot-dip galvanized available; specify HDG.
Installation
- Use all specified fasteners; see General Notes
- Bolt holes in wood shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter (per the 2015 NDS, section 11.1.3.2)
- Check the rebar spacing requirements on all installations
Options
- Beam seats for sawn timber and other sizes may be ordered by specifying special dimensions; use the letter designations shown on the illustrations
- Specify if two-bolt GLB model is desired; see illustration
Related Literature
Load Tables
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
See footnotes below.
- Allowable bearing stress for masonry is based on an f'c of 1,500 psi using the IBC (ACI 530) Allowable Stress Design. Wood bearing is based on an f'c-perp of 650 psi.
- When installing on masonry, use the lesser of the masonry or the wood allowable load values. When installing on concrete, use a minimum f'c = 2,500 psi and use the wood values as the limiting allowable bearing load values.
- Allowable horizontal loads are bolt values and include increase for wind or earthquake loading. Loads must be reduced if stresses in masonry or concrete are limiting.
- Beams must fully bear on base plate.
- Specify "W" dimension when ordering.
- Uplift loads do not apply for this connector.
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
