I have found a few references on the subject of Anchore Bolt Design which are helping me to understand the accepted design. The reference are
1. Industrial Buildings, Roofs and Column Anchorage by AISC 1993
2. Column Anchorage Design: Base Plates with Moments or Shear by John T. DeWolf, 1988...
I am looking for a good example of a anchor bolt design for some large process equipment and motors (up to 1000kw)
Would "Lufti" post a copy from an article that was published in Plan Engineering Magazine and will post a URL if appropriate.