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GLB/HGLB/GLBT Beam Seats


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:

Options:


top Gallery:
  roll over images below to see larger image
 
HGLB GLBT GLB Typical GLB
Installation

top Load Tables: See code report listings below
Additional Corrosion Protection

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.

Table
  1. Allowable bearing stress for masonry is based on an f'm of 1500 psi using the IBC (ACI 530 2.1.9.3) Allowable Stress Design. Wood bearing is based on f'c-perp of 650 psi.
  2. When installed on masonry, use the lesser of the masonry or the wood allowable load values. When installed on concrete, a minimum f'c = 2500 psi shall be used and use the wood values as the limiting allowable bearing load values.
  3. 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.
  4. Beams must fully bear on base plate.
  5. The GLBT5 has a WT4x9 structural tee; the GLBT6 has a WT4x12 structural tee.
  6. Specify "W" dimension when ordering.
  7. Uplift loads do not apply for this connector.
Additional Corrosion Protection

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.

HGLBA, HGLBB, HGLBC, HGLBD, GLBT512, GLBT612, GLBT516, GLBT616, GLBT520, GLBT620
  1. Allowable bearing stress for masonry is based on an f'm of 1500 psi using the IBC (ACI 530 2.1.9.3) Allowable Stress Design. Wood bearing is based on f'c-perp of 650 psi.
  2. When installed on masonry, use the lesser of the masonry or the wood allowable load values.
    When installed on concrete, a minimum f'c = 2500 psi shall be used and use the wood values as the limiting allowable bearing load values.
  3. Allowable horizontal loads are bolt values and include a 60% increase for wind or earthquake loading.
  4. Beams must fully bear on base plate.
  5. The GLBT5 has a WT4x9 structural tee; the GLBT6 has a WT4x12 structural tee.
  6. Specify "W" dimension when ordering.
  7. Uplift loads do not apply for this connector.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO UES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
GLBSee specific model numbers for code listings.
GLB5A  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB5B  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB5C  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB5D  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB7A  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB7B  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB7C  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLB7D  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBTSee specific model numbers for code listings.
GLBT512  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBT516  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBT520  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBT612  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBT616  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
GLBT620  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
HGLBSee specific model numbers for code listings.
HGLBA  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
HGLBB  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
HGLBC  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      
HGLBD  ESR-2877 / ESR-2616 / ESR-2523 * RR25806 / RR25726 FL10866      

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
GLBNone for this model GLB: DWG | DXF
GLB5A GLB5A: DWG | DXF
GLB5A left view: DWG | DXF
GLB5A right view: DWG | DXF
None for this model
GLB5BNone for this model None for this model
GLB5CNone for this model None for this model
GLB5DNone for this model None for this model
GLB7ANone for this model None for this model
GLB7BNone for this model None for this model
GLB7CNone for this model None for this model
GLB7DNone for this model None for this model
GLBTNone for this model None for this model
GLBT512None for this model None for this model
GLBT516None for this model None for this model
GLBT520None for this model None for this model
GLBT612None for this model None for this model
GLBT616None for this model None for this model
GLBT620None for this model None for this model
HGLBNone for this model None for this model
HGLBANone for this model None for this model
HGLBBNone for this model None for this model
HGLBCNone for this model None for this model
HGLBDNone for this model None for this model

   
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