ASCE 41-06 CHAPTER 8 "No Cold Formed info"
ASCE 41-06 CHAPTER 8 "No Cold Formed info"
(OP)
I am completing some collapse prevention analysis for cold formed metal framed structures. I need overstrength factors to evaluate the increased capacity of the structural resisting elements using "m" factors. However, ASCE 41-06, the current "bible" for rehab work barley mentions cold formed applications and provides no information for use in x-braced cold formed walls.
Does anybody have any insight in this issue?
Thanks.
Does anybody have any insight in this issue?
Thanks.






RE: ASCE 41-06 CHAPTER 8 "No Cold Formed info"
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RE: ASCE 41-06 CHAPTER 8 "No Cold Formed info"