• why aisc 360-05 is not designing haunch members?

    Dear sir, why aisc 360-05 is not designing haunch members? file is attached.and as we are modeling portal frame in staad is it the correct way. and the coming warnings members with the same joint can be ignored. B013.std

  • Auto load combination for General Category as per AISC

    Hi, I generated auto load combination in STAAD under Category: GENERAL as per code: AISC with only Dead & Live loads. The load combinations generated are as below. Can anyone tell from where these combinations are extracted? From which code? LOAD…

  • CODES used in staad pro V8i (select series 5) analysis

    Hi, I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO. Currently I'm using AISC 360-05 (AISC UNIFIED 2005). Thanks...

  • I have STAAD Pro2007. It keeps crashing and gives an error message when running analysis that AISC 360-05 (US-Steel) Code is not supported...

    I have STAAD Pro2007 7-Zip on my computer. It keeps crashing and gives an error message when running analysis that AISC 360-05 (US-Steel) Code is not supported. Also, I cannot fence and delete nodes and members and cannot divide a line at a distance from…
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