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MSTC48B3 AND MSTC66B3 Pre-Bent Straps

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The MSTC48B3 and MSTC66B3 are pre-bent straps designed to transfer tension load from an upper story shearwall to a beam on the story below.

Material: 14 gauge

Finish: Galvanized


top Gallery:
  roll over images below to see larger image
 
MSTC48B3 MSTC48B3 Installation with no Rim Joist MSTC66B3 Installation with Rim Joist
         
    MSTC48B3
Installation with no Rim Joist
     

top Load Table: See code report listings below
Table
  1. Using fewer than 38 nails in the studs/post will reduce the capacity of the connection. To calculate a reduced capacity use 129 lb. per nail for DFL/SYP or 112 lbs. per nail for HF/SPF.
  2. Nails in studs/post shall be installed symmetrically. Nails may be installed over the entire length of the strap over the studs/post.
  3. The 3" wide beam may be double 2x members.
  4. MSTC48B3 and MSTC66B3 installed over wood structural panel sheathing up to 1/2" thick achieve 0.85 of table loads.
  5. Loads govern by the lower of .125" deflection from static tests on wood members, steel ultimate divided by 2, or the calculated nail values.
  6. NAILS: 16d = 0.162" dia. x 3 1/2" long, 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
MSTC48B3      FL11470      
MSTC66B3      FL11470      



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 ORTHOGRAPHIC
PERSPECTIVE
MSTC48B3None for this model High Wind-Resistant Construction D60: Pile/Girder to Wall: MSTC48B3 Installation with no Rim Joist: DWG | DXF
MSTC48B3 Installation with no Rim Joist: DWG | DXF
MSTC66B3None for this model MSTC66B3 Installation with Rim Joist: DWG | DXF

   
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