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HGUQ Multi-Ply Girder Truss Hangers



HGUQ hangers provide similar capacities as HGUS double shear hangers, but they use Simpson Strong-Tie® Strong-Drive® SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies.

Material: 12 gauge.

Finish: Galvanized

Installation:

Options:


top Gallery:
   
HGUQ28-2    
   

top Load Table:See code report listings below
Table
  1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  2. Wind (160) is a download rating.
  3. Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2007. Simpson Strong-Tie® Connector Selector® software includes the ANSI/TPI evaluation in its hanger allowable loads. For additional information, contact Simpson Strong-Tie.
  4. Simpson Strong-Tie Strong-Drive screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5/32" bit).
  5. SDS screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of 1" into the last truss ply) may also be used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer.
  6. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3" or 4 1/2" long SDS screws may be substituted for the longer SDS screws with no load reduction.
  7. For installations to LSL, and use the DF/SP table loads.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HGUQSee specific model numbers for code listings.
HGUQ210-2-SDS3      FL11468      
HGUQ210-3-SDS4.5      FL11468      
HGUQ210-4-SDS6      FL11468      
HGUQ26-2-SDS3 No code listing. Please contact us for test data.
HGUQ26-3-SDS4.5 No code listing. Please contact us for test data.
HGUQ26-4-SDS6      FL11468      
HGUQ28-2-SDS3 No code listing. Please contact us for test data.
HGUQ28-3-SDS4.5      FL11468      
HGUQ28-4-SDS6      FL11468      
HGUQ410-SDS3      FL11468      
HGUQ46-SDS3      FL11468      
HGUQ48-SDS3      FL11468      



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
HGUQNone for this model None for this model
HGUQ210-2 HGUQ210-2: DWG | DXF
HGUQ210-2 front view: DWG | DXF
HGUQ210-2 left view: DWG | DXF
HGUQ210-2 right view: DWG | DXF
HGUQ210-2 top view: DWG | DXF
None for this model
HGUQ210-3None for this model None for this model
HGUQ210-4None for this model None for this model
HGUQ26-2 HGUQ26-2: DWG | DXF
HGUQ26-2 front view: DWG | DXF
HGUQ26-2 left view: DWG | DXF
HGUQ26-2 right view: DWG | DXF
HGUQ26-2 top view: DWG | DXF
None for this model
HGUQ26-3None for this model None for this model
HGUQ26-4None for this model None for this model
HGUQ28-2 HGUQ28-2: DWG | DXF
HGUQ28-2 front view: DWG | DXF
HGUQ28-2 left view: DWG | DXF
HGUQ28-2 right view: DWG | DXF
HGUQ28-2 top view: DWG | DXF
HGUQ28-2: DWG | DXF
HGUQ28-3None for this model None for this model
HGUQ28-4None for this model None for this model
HGUQ410None for this model None for this model
HGUQ46None for this model None for this model
HGUQ48None for this model None for this model

   
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