h/tw limit for the star type steel column
h/tw limit for the star type steel column
(OP)
hi
we are using the star type columns, refer attached sketch
for calculating the h/tw limit for section classification as per aisc,
can we take half of column depth as h (H/2) for the calculation.
Since this is symmetric t-sections about center.
regards,
senthil
we are using the star type columns, refer attached sketch
for calculating the h/tw limit for section classification as per aisc,
can we take half of column depth as h (H/2) for the calculation.
Since this is symmetric t-sections about center.
regards,
senthil





RE: h/tw limit for the star type steel column
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: h/tw limit for the star type steel column