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  1. SydStructEng

    AS3600 - Column or wall??

    rowingengineer, Cl 5.6.2 is a fire requirement. Consider a vertical load bearing element with no FRL requirement. asixth, I agree! But AS3600 is unclear. If you were reviewing a design with this element designed as a wall, what would be your argument when push came to shove? Thanks for the...
  2. SydStructEng

    AS3600 - Column or wall??

    Thanks for the reply. How does the latest code stop a designer from doing this?
  3. SydStructEng

    AS3600 - Column or wall??

    My post relates to the analysis of a vertical load bearing element under AS3600 (and beyond). To my knowledge, AS3600 2009 does not define (for strength purposes) when a thin, long column 'becomes' a wall. This leave some ambiguity when analysing a vertical load bearing element of this shape...
  4. SydStructEng

    Tricky CHS to CHS Connection

    Hi everyone, I'm working with a colleague of mine and trying to rationalise the design for a CHS to CHS connection. His description is included below. Please view the drawing attached. The design of connections in hollow sections is tricky. This is an example. We have a small CHS welded under...
  5. SydStructEng

    space gass and excel

    shei7141, The first number indicates which Menu you select as you go across the Menu Bar. i.e. 01 = File, 02 = Structure, 03 = Loads etc... The second number indicates the selection in that menu. i.e. 01 05 = Menu, Save As. Note that some menus have extensions, such as the File menu has an...
  6. SydStructEng

    space gass and excel

    shei7141, It is possible (and not that hard) to control Space Gass with a text file - but in this case I don't think it is necessary. I would use the Export to MS-Excel command in Space Gass and use a macro in excel to print out the results the way you want. Do this by running your analysis...

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