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JB/LB/B/BA/HHB Joist, Beam, and Purlin Hangers

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The BA hanger is a cost effective hanger featuring min/max joist nailing option. Min Nailing featuring Positive Angle Nailing targets moderate load conditions whereas the Max Nailing generates capacities for higher loads. The unique two level embossment provides added stiffness to the top flange.

The newly improved B hanger offers wide versatility with enhanced load capacities.

See tables. See Hanger Options for hanger modifications, which may result in reduced loads.

Material: See tables.

Finish: BA, JB, LB, and B - Galvanized; HHB - all saddle hangers and all welded sloped and special hangers - Simpson gray paint.

Installation:

Options:

top Gallery:
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B (HHB Similar) BA
Patent Pending
LB JB
LB, BA, B and HHB are acceptable for weld-on applications. See Installation Information. Typical BA Installation on Wood Nailer. Typical BD Saddle Installation

top B Series With Various Header Applications:
Table
  1. Uplift loads are based on DF/SP lumber and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. Divide (133) Load by 1.33 for normal loading such as cantilever construction. For SPF use 0.86 x DF/SP uplift load.
  2. Loads may not be increased for short-term loading.
  3. Code values are based on DF/SP header species.
  4. NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes.

top Nailer Table:

This table also applies to sloped-seat hangers.
Table

  1. Based on an additional 1/32" beyond the normal 1/8" deflection limit.
  2. Uplift values are for DF/SP members only. Refer to technical bulletin T-NAILERUPLFT for SPF values.
  3. Refer to proper nailer installation.
  4. Refer to technical bulletin T-NAILERUPLFT for higher uplift value options.
  5. B hangers require 6-10dx1 1/2" joist nails to achieve published loads. For joist members 2 1/2" or wider, 16dx2 1/2" joist nails should be installed for additional uplift loads on the 3x and 4x nailer applications of 970 lbs. and 1010 lbs. respectively.
  6. Attachment of nailer to supporting member is the responsibility of the Designer.

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
BSee specific model numbers for code listings.
BA No code listing. Please contact us for test data.
BD No code listing. Please contact us for test data.
HHBSee specific model numbers for code listings.
JB No code listing. Please contact us for test data.
JB210  ESR-2553 RR24818 FL474 NER-393 ER-5708  
JB212  ESR-2553 RR24818 FL474 NER-393 ER-5708  
JB26  ESR-2553 RR24818 FL474 NER-393 ER-5708  
JB28  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LBSee specific model numbers for code listings.
LB210  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LB212  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LB214  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LB216  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LB26  ESR-2553 RR24818 FL474 NER-393 ER-5708  
LB28  ESR-2553 RR24818 FL474 NER-393 ER-5708  

   
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