Apocalpyse
New Member
Hello, I would like to ask a question about the 2018 earthquake code conditions regarding the use of polygonal columns. The situation in the 2007 earthquake code was as follows,
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Status on TS500
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As it turns out, what There is no requirement for polygon columns in the 2007 nor 2018 earthquake codes. Can a polygon column be designed like the one below?
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In the project where we can use 70x30 columns, we can use a polygon column as in the figure. is there any problem? One of the arms is 25cm, but the TS500 can allow up to 20cm.