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  1. kevindav

    ACI 318-99 and 318-02 Anchorage to Concrete / Appendix D Discussion

    Thank you for your continued comments. The ACI-349 reports have been mentioned by a couple of other engineers I have spoken to. I am wondering, how many people actually implement that code in standard commercial and residential situations?
  2. kevindav

    email server software

    gvh, Thank you for your reply. I've asked alot of people many questions lately about this subject. I am going to switch to Linux. I have had strong recommends for the Debian OS. Have you tried Debian and if so Do you like Mandrake better. Also, What kind of virus protection can you recommend...
  3. kevindav

    ACI 318-99 and 318-02 Anchorage to Concrete / Appendix D Discussion

    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...
  4. kevindav

    email server software

    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
  5. kevindav

    PCA Strength Design of Anchorage to Concrete

    KLF I'm not completely sure what the question is either but try looking at pg a-11 and the conditions for psi 7 modification factor. psi 7 mod is used in concrete breakout strength in shear. In tension and shear as long supplementary reinforcement is provided(say a min of #4 bar within the...
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