NCEES SE practice prob 121

[NEK ENGINEER]

Does anyone know why the solution used 0.3Pn for braced compresion strength? For Special Concentric braced frame, i thought i should be 0.3Pne where Pne = min(RyFyAg, 1.14FcreAg). Thank you for your help! 

 

[TehMightyEngineer]

This was addressed in errata.

 

[NEK ENGINEER]

Got it. Thank you so much!