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  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

    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...

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