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 MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. oldmanK

    need to run some code in FORTRAN IV

    OK thanks IRstuff, Not surprised you understood my meaning; I am easily confused due to my minimal experience. Thank you again for your help. I'll proceed with Fortran, but I have a sneaking suspicion I'll be searching for a local C++ wiz kid in the near future. Take Care Old Man K
  2. oldmanK

    need to run some code in FORTRAN IV

    Thanks for the quick response; I want to clarify if I can.. Fortran IV is the language it is written in, from before the days of Fortran 66, 77, 90, etc. I didn't know if that was being interpreted as a compiler platform, but it's an early version of the language.. Are these available compilers...
  3. oldmanK

    need to run some code in FORTRAN IV

    Greetings, I'm not a programming guy, but I've got some code I need to run, written in FORTRAN IV. I have the punch cards, and a hardcopy of the input. I've learned that I can send the cards out and have the input sent to me electronically for a small price. What are my options for running this...
  4. oldmanK

    Frame element attaching itself to nearby joint?

    thank you stressed, and my apologies for the layoff. A simple example would be 3 colinear joints, 2 springs running between, and a frame element running the full length between the 2 exterior joints. Alignment of this system shows that the intermediate joint interacts with the frame element to...
  5. oldmanK

    Frame element attaching itself to nearby joint?

    I have a series of colinear spring elements of varying nonlinear extension parameters to which I want to apply a prestrain. I used a frame element connected to the end joints of the series, and applied a strain load to it. I noticed unpredicted behavior, and after testing the model, I realized...
  6. oldmanK

    Integral Bridge

    I'm doing some field and analytical studies of integral bridges, and the best thing i know of to answer your question is a publication from PCI: The State of the Art of Precast/Prestressed Integral Bridges. Covers all the bases, while very straightforward (<100 page). I got it for about $20 a...
  7. oldmanK

    Spliced Concrete Post Tensioned Beam Cost

    I was involved as a grad student on a Tennessee DOT project that consists of 2 spans of 159' each. 72" bulb-tee prestressed girders (156') were made continuous via deck reinforcement and standard details in the diaphragm over the pier, with the composite deck and diaphragm cast in the same pour...
  8. oldmanK

    write element result table to file

    Drej, Thank you, this is exactly what i needed. cheers to you oldmanK
  9. oldmanK

    write element result table to file

    Can anyone help me create ascii files of element result tables? I'm presently manually entering the commands to: SET,NEXT % set the next load step ETAB,REFL % refill the table PRETAB,NAME1,NAME@,... % display the table [File > Save As...], enter <filename.ext> and...

Part and Inventory Search

Back
Top