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From: Edward Gonzalez
(Eagonzal(--nospam--at)eng.ci.la.ca.us)

>Q1: Does anyone know where the allowable
values shown on Table 19-E of the UBC come from
and what is the S.F that was applied to the original
values in order to prepare the table??

>Q2: Does anyone know of available research or
data on anchor bolt values (shear & tension) for
bridge bearing supports (i.e. the failure cone is
being acted on by a compression load due to DL in
addition to any other shear or tension L.L.).  I am
aware of the helpful information found in the PCI
manual but it doesn't address the situation when
you have a load bearing on the potential failure
surface.



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From: Eddie Gonzalez <Eagonzal(--nospam--at)ENG.CI.LA.CA.US>
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