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 releases possible.The loads have been considered as per ASCE 37-02. The staad model is attached for review.Any kind of help would be appreciated.
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