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RE: Confined anchor bolts

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I would assume a 45-degree failure cone from the bearing surface of the
anchor bolts and provide adequate reinforcing steel crossing the failure
plane with full development above the failure surface. 

William C. Sherman, PE
CDM, Denver, CO
Phone: 303-298-1311
Fax: 303-293-8236
email: shermanwc(--nospam--at)cdm.com


> -----Original Message-----
> From: John Nader [mailto:johnenader(--nospam--at)msn.com]
> Sent: Sunday, June 29, 2003 12:23 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Confined anchor bolts
> 
> 
> 
> I am trying to find an example on how to calculate the 
> confined anchor bolts 
> in uplift.  I have a steel column bearing on a pedestal.  The 
> anchor bolts 
> extend 2 feet in the reinforced pedestal.
> 
> I used The Pci Design Handbook with free edges on 4 sides.  
> But the values I 
> am getting are not meeting the uplift.  I need help from the ties.
> 
> Thanks in advance for your input.
> 
> John.
> 
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