PCI stud tension breakout

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Description


This spreadsheet is based on the procedure presented in the 7th edition of PCI Design Handbook (Precast/Prestressed Concrete Institute) section 6.5.4.1. The procedure is based on the CCD method presented in ACI 318-05 for predicting tension capacity of anchors in concrete and has been validated by a PCI sponsored extensive research project conducted by Wiss, Janney, Elstner Associates Inc. The equations are simplified from appendix D but are only applicable to headed studs welded to steel plates and embedded in concrete.

Calculation Reference
Precast Prestressed Concrete
Concrete Design

 PCI (Precast/Prestressed Concrete Institute)

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Submitted On:
21 Jun 2010
File Size:
37.50 Kb
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254
File Version:
1.0
File Author:
Jason Davis
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1

 
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Comments: 2
rrocherr 6 years ago
Column B is showing XXXXX, meaning it is not wide enough to show the values.
jpdgate 10 years ago
I have extended your subscription by 3 months to thank you for your contribution jpdgate.