ASCE 2010 Wind load displacement
ASCE 2010 Wind load displacement
(OP)
Hello,
I need to know for wind load displacement ,we take cracked or uncracked section
+H/500 limit for displaemnt(where is the reference for this limit)?
thanks in advance
I need to know for wind load displacement ,we take cracked or uncracked section
+H/500 limit for displaemnt(where is the reference for this limit)?
thanks in advance






RE: ASCE 2010 Wind load displacement
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: ASCE 2010 Wind load displacement
Thanks Boss