Hi,
I wanted to ask for your opinion on the effective length for lateral torsional buckling in relation to the elastic critical moment used for determining the capacity of an element
AISC 2016:
The equation states that Lb is the length between points that are either braced against lateral...
Hi guys. in etabs 2015 or 2013 when you right click on column and detail button you can see the design procedure. so in steel design detail etabs show zero for all columns in shear design section. is it a bug or i'm doing sth wrong...
