concrete rafters
i am in the proces of designing concrete rafters as part of an icf (insulated concrete form) frame.
at the moment i am taking the analysis as a cranked beam/portal frame. this is fixed to a plain un-reinforced concrete icf wall. the critical areas i feel would be the apex and wall connection. any advice on this?
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发表于 2009-9-8 12:30:28
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