Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by baker12

  1. baker12

    Docking Palettes

    Our system administrator has updated my computer to Microstation Version 08.05.01.25 Windows x86. And now for the love of god I can not dock my custom palette the way I used to. I have to fix it every single time I open Microstation. At first, I thought my .UPF file had gotten corrupted but this...
  2. baker12

    Descus vs MDX

    Gentlemen, Thanks for everyone's input. I should have been more specific in my original post. I was looking for input of MDX vs Descus II for curved box girders. I had used BSDI in the past and was investigating other programs. After using Descus II on a trial version, I have concluded it is not...
  3. baker12

    Descus vs MDX

    I have received many comments on the output of Windows MDX vs DOS MDX. Everyone seems to think that there are still some bugs in WIN MDX. We currently use WINDASH for I Girders and since the user interface is very similar, it looks like we will go with DESCUS II for our curved box girders.
  4. baker12

    Descus vs MDX

    If you had to buy one, which one would you buy? Why?
  5. baker12

    Using prestressing strands as reiforcment

    I am working on a project that has a large foundation. I am using 14" piles for support. The contractor would like to cast the piles longer than required and crush the top of the pile to expose the tendons and use them as reinforcment extending into the pile in lieu of drilling and grouting...
  6. baker12

    Steel Design

    I need some guidelines on the design of continuous steel trapezoidal box girders using standard specs. Any examples or computer programs would be greatly appreciated.
  7. baker12

    Post Tension Arch Box Girder

    I need some guidelines on design of post tensioned boxes in LRFD or LFD. Any examples or known computer programs would be greatly appreciated.
See more

Part and Inventory Search

Back
Top