www.strongtie.com


S/PAHD & S/HPAHD Strap Tie Holdowns

  Print this page
Link to email this page to a friend  Email this page to a friend

A variety of steel-to-concrete connectors that satisfy engineering and code requirements. Allowable loads include a tested three-times safety factor in concrete with a one-piece design and no separate anchors required.

Material: S/HPA and HPA - 118mil (10 ga) x 2 1/16";
S/PAHD - 97 mil (12 ga) x 2 1/16".

Finish: Galvanized; see Corrosion Information.

Installation:

Features: Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. Install before concrete pour with a StrapMate®, or other holding device. Pre-bent to control the embedment at the required angle; field-bending is not necessary. Installation holes allow nailing to the form, resulting in 1" deeper embedment; see illustration.

Options: See also S/HDU Holdowns, S/LTT and S/HTT Tension Ties.


top Gallery:
  roll over images below to see larger image
 
HPAHD22 HPAHD22-2P Typical S/PAHD42 before the Concrete Pour Typical HPAHD22 before the Concrete Pour installed with SM1

top Single Pour Installations:
  roll over images below to see larger image
 
Installation 1
Typical S/HPAHD Single Pour Edge Installation
Installation 2
Typical S/HPAHD Single Pour Corner Installation

top Double Pour Installations:
  roll over images below to see larger image
 
Installation 3
Typical HPAHD22-2P Double Pour Edge Installation.

Unless otherwise noted, all others must be installed with the bend embedment line at the cold joint between the slab and the foundation.
Installation 4
Typical S/HPAHD Double Pour Corner Installation

top Load Table: See code report listings below
Table
  1. S/HPAHD22 may be embedded 4" into the slab and 6" into the 8" stemwall beneath for a maximum load of 2810 lbs. at 8" minimum from the closest corner, and 1400 lbs. at 1/2" from the closest corner. See Installation 4.
  2. Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
  3. Calculate the loads using straight line interpolation for corner distances between 1/2" and 8".
  4. Loads are based on attachment of CFS double stud members having a minimum thickness of 33 mil (20 ga).
  5. Not all fastener holes need to be filled as additional fastener holes provided. Install fasteners symmetrically.
  6. Strap may be bent one full cycle. (Bent horizontal 90° then bent vertical.)
top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
S/HPAHD No code listing. Please contact us for test data.
S/HPAHD22      FL9601   ER-5275  
S/HPAHD22-2P No code listing. Please contact us for test data.
S/PAHD No code listing. Please contact us for test data.
S/PAHD42      FL9601   ER-5275  

   
top
Order free catalogs by mail
top top

Home | About Simpson | Contact Simpson | Browse Products | Product Use Information
Privacy Policy | User Agreement | Limited Warranty | Parent Company

Stay informed! Sign up for Simpson's newsletters

Copyright © 2008, Simpson Strong-Tie Company Inc. All Rights Reserved
Contact Webmaster with questions or comments.

Printed from
© 2008 Simpson Strong-Tie®