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Post-Tension Information


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See infomation below.


top Gallery:
  roll over images below to see larger image
 
Detail 1
Post-Tension Cable Placement in a Garage Footing
When installed on a raised curb, use stemwall installation and loads
(see PAB and S/HDU)
(rebar required)

Detail 2
Post-Tension Cable Placement Corner Installation
(no rebar required)

 Top View of Post-Tension Cable Placement

top Load TableSee code report listings below
Table
  1. Minimum concrete strength is 2500 psi.
  2. Post-tension steel is minimum 1/2" diameter, 7-wire, low-relaxation strand in accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strength of 41.3 k.
  3. Anchorage is monostrand-type anchor system with current ICC approval using a ductile iron casting of at least 2.25" x 4.5" of bearing and reusable pocket formers on all stressing ends.
  4. It is the designer's responsibility to provide reinforcement to tie cold-joints and to resist bending stresses in the foundation due to anchor uplift.
  5. For S/HPAHD attaching to 33 mil (20 ga) CFS, the allowable load is 4420 lbs.
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
S/HPAHD22No code listing: Please contact us for test data.
S/STHD8No code listing: Please contact us for test data.
STHD10  ESR-2920 / ESR-2523 *        
STHD10RJ  ESR-2920 / ESR-2523 *        
STHD8RJ  ESR-2920 / ESR-2523 *        

* 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 Strong-Tie™ AutoCad® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
S/HPAHD22None for this model None for this model
S/STHD8None for this model None for this model
STHD10 STHD10: DWG | DXF
STHD10 front view: DWG | DXF
STHD10 right view: DWG | DXF
None for this model
STHD10RJ STHD10RJ: DWG | DXF
STHD10RJ front view: DWG | DXF
STHD10RJ right view: DWG | DXF
None for this model
STHD8RJ STHD8RJ: DWG | DXF
STHD8RJ front view: DWG | DXF
STHD8RJ right view: DWG | DXF
None for this model

   
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C-CFS10 (Cold-Formed Steel Connectors), page 35
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High Wind Resistance (Wood Construction)
Holdowns and Tension Ties (Cold-Formed Steel)
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