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Recent content by billyrayjimbob

  1. billyrayjimbob

    Shear wall forces !

    I am assuming that the planar walls are much longer than core walls and therefore much stiffer. In this case then they would theoretically attract the bulk of horizontal load at 3rd floor and below. However this means that the horizontal forces must be transferred via diaphragm action in the...
  2. billyrayjimbob

    Progressive Collapse

    shemp, I have to pick you up on your sentence: "I would venture a guess to say that this topic is probably THE most unregulated topic by the codes in structural engineering that there is." Progressive collapse is well regulated and understood in UK and it never ceases to amaze us...
  3. billyrayjimbob

    "Favor" for a friend's home

    Never mix business and pleasure!
  4. billyrayjimbob

    Progressive Collapse

    Refer to British Standards which include for progressive collapse design. Main points: 1) Check what would happen if you remove a column. Will structure hang (large deflection acceptable) or will it fail? If it fails, how big an area will fail? If a large portion of structure will collapse upon...
  5. billyrayjimbob

    Robot Millenium 15: Modeling 3-d elements

    For the modelling I also find Robot useless for more complicated models. I usually generate nodes in a simpler frames package and then export them to a spreadsheet, and then into Robot (making sure x,y and z directions are same!) Then I join the dots to make the more complicated structure. For...
  6. billyrayjimbob

    computer programs

    Please state your country - or you will get either no help or irrelevant help!
  7. billyrayjimbob

    problem pilecap

    asdf, Do you know for a fact that the engineer is responsible for the rework and modifications? Do you know whether it is loopbear's responsibility to write such a letter? No, I didn't think so! I have been following this thread from the start and it is a pity that loopybear has been censored...
  8. billyrayjimbob

    finite elements

    Look up the Wood-Armer method which takes Mx,My and Mxy and converts to figures that can be used for reinforcement design (skew or otherwise).
  9. billyrayjimbob

    Collaborative site?

    This is the best site I have found so far. It also includes links to other sites including an American one. http://www.structural-engineering.fsnet.co.uk/
  10. billyrayjimbob

    Masterseries Design Software

    Mick21, I use Masterseries everyday and find some things to be good and some not so good. Maybe it is best for a company of your size to identify the strengths of several packages and run several licences on each of them rather than restricting to one package. This allows constant montitoring...
  11. billyrayjimbob

    Structural

    Look in the manual section of http://www.fem-design.com
  12. billyrayjimbob

    Spreadsheets

    http://www.structural-engineering.fsnet.co.uk/ http://yakpol.net/
  13. billyrayjimbob

    Design Software Help

    There are several excellent packages for analysis and design in the UK. All of them seem to have something that the others don't, but none of them have everything. Therefore it is important to carry on as you are and get demos for any software you are interested in. If a software supplier can't...
  14. billyrayjimbob

    FEA Software Survey

    Is this for the US?

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