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THGBV/THGBHV/THGWV SCL-to-Truss Girder Hangers


An extension of the THGB/THGBH/THGW series, these high-capacity hangers are designed for attaching 2-ply, 3-ply or 4-ply sized structural composite lumber (SCL) to a girder truss. The THGBV offers optional installation with Simpson Strong-Tie® Strong-Drive® screws (SDS), while the bolted THGBHV and THGWV offer higher load capacities. Two bucket heights are available for each width to accommodate a range of SCL sizes. Options for skewing or dropping the buckets for conditions where the SCL joist is lower than the girder bottom chord provide additional design flexibility for a variety of SCL-to-truss connections.

Material: 3 gauge

Finish:Simpson Strong-Tie® gray paint.

Installation:

Options:


top Gallery:
  roll over images below to see larger image
 
 
THGBV THGBHV THGWV  
     
Typical THGBV3.62/9 Installation      

top Dimensions:
Table
top Load Table: See code report listings below
Table
  1. Allowable loads are based on a SCL (LVL, PSL or LSL) carried member with an allowable F'c ⊥ of 750 psi and equivalent Specific Gravity of 0.50 or higher.
  2. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
  3. A 3-ply carrying member is required for the THGWV5.50/9 and THGWV5.50/11; a 4-ply carrying member is required for the THGWV7.25/9 and THGWV7.25/11. For all other models, a minimum 2-ply carrying member is required.
  4. Bolts and Simpson Strong-Tie Strong-Drive screws are permitted to be installed through metal truss connector 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.
  5. Wind (160) is a download rating.
  6. To achieve published loads, machine bolts (MB) into the girder truss shall be installed with the nut on the opposite side of the hanger with a standard cut washer (except THGWV's).
  7. NAILS: 10d = 0.148" dia. x 3" long. See other nail sizes and information.
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
THGBHV3.62/11 No code listing. Please contact us for test data.
THGBHV3.62/9 No code listing. Please contact us for test data.
THGBHV5.50/11 No code listing. Please contact us for test data.
THGBHV5.50/9 No code listing. Please contact us for test data.
THGBHV7.25/11 No code listing. Please contact us for test data.
THGBHV7.25/9 No code listing. Please contact us for test data.
THGBV3.62/11 No code listing. Please contact us for test data.
THGBV3.62/9 No code listing. Please contact us for test data.
THGBV5.50/11 No code listing. Please contact us for test data.
THGBV5.50/9 No code listing. Please contact us for test data.
THGWV5.50/11 No code listing. Please contact us for test data.
THGWV5.50/9 No code listing. Please contact us for test data.
THGWV7.25/11 No code listing. Please contact us for test data.
THGWV7.25/9 No code listing. Please contact us for test data.



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
THGBHV3.62/11None for this model None for this model
THGBHV3.62/9None for this model None for this model
THGBHV5.50/11None for this model None for this model
THGBHV5.50/9None for this model None for this model
THGBHV7.25/11None for this model None for this model
THGBHV7.25/9None for this model None for this model
THGBV3.62/11None for this model None for this model
THGBV3.62/9None for this model None for this model
THGBV5.50/11None for this model None for this model
THGBV5.50/9None for this model None for this model
THGWV5.50/11None for this model None for this model
THGWV5.50/9None for this model None for this model
THGWV7.25/11None for this model None for this model
THGWV7.25/9None for this model None for this model

   
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