inggelu sorry for late reply...anyway thank you for checking my model and the comment which it really help me alot. i remodel again the structure using ETABS 2013 and apply all of your comments into it.
Hello guys,
kindly help me about these error message in ETABS 2013 "Section is not Seismically compact" and "Lb/ry > 0.086*E/Fy". my section is okay ignoring these two message but i need to satisfy as per the AISC 341-05 code saying. is there a way resolve these issue or do i need to manipulate...
hi guys!
i wanna ask the importants of compact section and non-compact section in steel design. as per the AISC 360-10 Table B4-1a to B4-1b we can determine if section is compact and non-compact.
it is safe if i let my section be non-compact for a medium rise building because if i make it all...
kindly please someone check my sample work of my design as a starter, if there something that i miss or my model is not right. this is my first model in ETABS although it is only a practice. i really do appreciate your response guys. thank you.
