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  • SIG Tech Talk: Stability Analysis and Design of Steel Structures using STAAD.Pro CONNECT Edition

    Tech Talk: Stability Analysis and Design of Steel Structures Presenter: Biswatosh Purkayastha, Senior Structural Engineer, Bentley Systems Surojit Ghosh, Senior Structural Engineer, Bentley Systems Date/Time: Part 1 - 20th May, 11:30 AM GST Part 2 - 3rd…

  • SPAN & Physical Member commands in SACS

    Hello all, There are some ambiguities for me about the use of SPAN and PHYSICAL MEMBER commands in SACS. Consider the following simple senario: Imagine we have a main deck beam (say HEB600), on top of which stringer beams( say IPE200) are running…

  • Design of complex connections

    Hello all, For any of you that might be interested to know how you can design complex connections that are not covered by the codes, you are more than welcome to follow our webinar tomorrow for IDEA StatiCa, a unique software that links with STAAD.Pro…

  • RE: Beam bottom flange bracing for WF or PLG

    Soner, The bottom unbraced length value is only applicable to Eurocode 3 and is not included in AISC calculations. Refer to the Section 3.3.6 of the Post manual and the GRUP_B input line in Section 6 of the Post manual for more information. Regards…
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