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MBHA Masonry Hangers

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The MBHA is a single piece, non-welded connector available for solid-sawn, truss and engineered-wood products.

Material: 10 gauge

Finish: Galvanized

Installation:

Options:


top Gallery:
  roll over images below to see larger image
 
MBHA Typical MBHA Installation
top Dimensions:
Table
top Load Table: See code report listings below
Table
  1. ATR is all threaded rod.
  2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar.
  3. Uplift loads have been increased 60% for earthquake or wind loading with no further increase allowed; reduce where
    other loads govern.
  4. Loads are based on installation using Simpson Strong-Tie ET22 Epoxy-Tie 6 3/4" minimum embedment required. All thread rods to be 3/4" diameter, grade A307 or better. Refer to the Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry (C-SAS) catalog.
  5. MBHA hangers with height of 7 1/4" require a 3 1/2" minimum embedment of the face bolt using ET22 Epoxy-Tie. All thread rods to be 3/4" diameter x 4 3/4" long, grade A307 or better.
  6. Additional anchorage products to be designed by others.
  7. Uplift loads are for Southern Pine. For Doug Fir use 3515 lbs.
  8. Table allowable loads were determined using test ultimate/3 or fastener calculation values.
  9. NAILS: 10dx1 1/2 = 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
MBHASee specific model numbers for code listings.
MBHA3.12/11.25  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.12/9.25  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/11.25  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/11.88  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/14  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/16  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/18  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA3.56/7.25No code listing: Please contact us for test data.
MBHA3.56/9.25  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/11.25  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/11.88  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/14  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/16  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/18  ESR-2877 / ESR-2616 / ESR-2523 *   FL10866    
MBHA5.50/7.25No code listing: Please contact us for test data.
MBHA5.50/9.25  ESR-2877 / ESR-2616 / ESR-2523 *   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 AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
MBHANone for this model MBHA: DWG | DXF
MBHA Skewed: DWG | DXF
MBHA3.12/11.25None for this model None for this model
MBHA3.12/9.25None for this model None for this model
MBHA3.56/11.25None for this model None for this model
MBHA3.56/11.88None for this model None for this model
MBHA3.56/14None for this model None for this model
MBHA3.56/16None for this model None for this model
MBHA3.56/18None for this model None for this model
MBHA3.56/7.25None for this model None for this model
MBHA3.56/9.25None for this model None for this model
MBHA5.50/11.25None for this model None for this model
MBHA5.50/11.88None for this model None for this model
MBHA5.50/14None for this model None for this model
MBHA5.50/16None for this model None for this model
MBHA5.50/18None for this model None for this model
MBHA5.50/7.25None for this model None for this model
MBHA5.50/9.25 MBHA5.50/9.25: DWG | DXF
MBHA5.50/9.25 front view: DWG | DXF
MBHA5.50/9.25 left view: DWG | DXF
MBHA5.50/9.25 right view: DWG | DXF
MBHA5.50/9.25 top view: DWG | DXF
None for this model

   
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