Slender Columns

Discussion in 'AutoCAD' started by Martin, Jul 28, 2004.

  1. Martin

    Martin Guest

    Thanks for your thoughts. There is some truth in what you say as small
    deflection theory can not be used.

    You may be interested in viewing all of the comments made on this subject
    including those received after writing to the Institution of Structural
    Engineers. These are at:- http://home.btconnect.com/cadoss

    Further comments would be appreciated.

    Regards

    Martin Double
    CADOSS

    Email:
    Web Site: http://home.btconnect.com/cadoss
     
    Martin, Jul 28, 2004
    #1
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