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Two simple questions:

  1) Why is there no Fy given in the AISC for A307 bolts?  Does it 
      vary that much?  If so, what is the general range of values?
  2) Why is there no minimum embedment specified when checking
      shear in anchor bolts per 1923.3.3 ? (1997 UBC)

Mark Pemberton, P.E..