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
Calculation Preview
(3/2)
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Comments: 2
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rrocherr
11 years ago
Column B is showing XXXXX, meaning it is not wide enough to show the values.
14 years ago
I have extended your subscription by 3 months to thank you for your contribution jpdgate.
