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#26751 - 04/20/09 08:45 AM Jus
Justo Offline
Member

Registered: 04/20/09
Posts: 3
Loc: Spain
Dear sirs,

I have a doubt with anchor bolt details report. My customer need the max. traction load by anchor bolt. Where can i get this value?, It's the case "load/bolt" in its maximum value?
Code:
 
     Case                          Uplift      Allowable     Load/Bolt
                                   (N. )       Bolt Stress    (N. )
                                              (KPa       )
    Design Pressure            :          0.00000     103419.     0.00000
    Test Pressure              :      0.24822E+07     137892. 0.10342E+06
    Failure Pressure           :          0.00000     250000.     0.00000
    Wind Loading               :          0.00000     200000.     0.00000
    Seismic OPE                :      0.85348E+07     200000. 0.35561E+06
    Design Press + Wind Load   :          0.00000     137892.     0.00000
    Design Press + Seismic OPE :      0.86162E+07     200000. 0.35901E+06


It's: Design Press + Seismic OPE,

But my customer says that this value is too much big.

Thanks

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#26758 - 04/20/09 03:02 PM Re: Jus [Re: Justo]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
You're right, that load does seem high. Send your input file to techsupport@coade.com and we'll take a look.
_________________________
Regards,
Richard Ay - Consultant

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