![Why Do My Wide Flange Members Fail in the AISC 14th Edition Code?](https://blog.risa.com/hs-fs/hubfs/Imported_Blog_Media/E4_4_hero.png?width=700&name=E4_4_hero.png)
August 31, 2016
Why Do My Wide Flange Members Fail in the AISC 14th Edition Code?
In RISA-3D’s addition of the AISC 14th Edition code we added Section E4 checks to wide flange members. Section E4 is Torsional and Flexural-Torsional Buckling of Members Without Slender Elements and is for compression capacity.