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Posted: Sun May 22, 2011 2:35 pm Post subject: torsional effect on braced steel structure as per IS800-2007
Dear SEFI Members
I am little bit confuse about my dissertation work, i am doing my dissertation work in different bracing systems in multi story steel structure, and comparing all bracing and designing it as per new IS 800-2007 in STAAD PRO.
Now i am confused about the designing as per new IS 800-2007 for the torsional effect on the building,
How can we consider torsional effect for the designing of the steel Members as per new IS 800-2007 ??
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