Strength Design of Anchorage to concrete by ACI code standards is getting a little out of hand, but that's the way it is. So, in order to help myself and possibly others clear up some questions and/or ambiguities I have started this thread.
Question 1:
In Appendix D of ACI 318-02 equation D-9...
I'm running w2k advanced server with idsl. Would like to hear some of the best recommendations for running my own email server without going to the expense of Microsoft Exchange server. I am programmer not a netadmin so this is not my area.
Thank you
Kevin
