ETABS steel design: "link rotation too high"
ETABS steel design: "link rotation too high"
(OP)
I know this is the wrong forum, but I figured there were some ETABS users on here....
Anyone ever get this error in the Steel Design module of ETABS when designing braced frames?
Thanks
Anyone ever get this error in the Steel Design module of ETABS when designing braced frames?
Thanks





