Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations Toost on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. Vipin Satheesh

    Failure of member due to eqn. H3-6(AISC)

    Attached is the staad model of a cladding support I have been designing. I cant seem to shake off the failure of two members due to H3-6(combined torsion and flexure). I have tried releasing moment as well as providing braces and changing member size. Please can anyone look into it and find a...
  2. Vipin Satheesh

    member releases

    Thanks for the review but I am not inquiring about support.I have provided the support as pinned but since the continuous beams extending beyond column are also connected by clamps I would like to know whether providing releases of member is possible.I think releasing the members is not correct...
  3. Vipin Satheesh

    member releases

    The type of platform required and its connections are shown in the attache images.http://files.engineering.com/getfile.aspx?folder=b5ea65f8-8554-41ed-9cd1-fb827bbd12cb&file=20150808_081640.jpg
  4. Vipin Satheesh

    member releases

    I an trying to design a temporary working platform around a column.The platform size is 1.1 x 1.1 m.The working surface is a wooden deck.The members(CHS 76X6) overlap each other and are connected to column flange and each other with the help of clamps.I would like to know if there are any...

Part and Inventory Search