Posted Wed, 04 Jan 2012 21:46:35 GMT by Greg Daneshvar GD Drafting Steel Detailer
When using a curved beam framing into a column or other beam regardless it is moment or regular connection, there will be extra material left at the ends of curved beam cut. Another word, ploy-line created by connection dose not exceed  top & bottom flanges, is there a way to fix without exploding connection & manually fixing?

Regards,
Greg Daneshvar
Posted Mon, 13 Feb 2012 15:20:48 GMT by

Hello Greg,

Thanks for your question.

I reported it to my colleagues from the R&D team = > this is fixed with Advance Steel 2012.

Best regards

Philippe

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