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  • Users: jc25
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  1. jc25

    Seismically not compact and Lb/ry > 0.086*E/Fy

    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...
  2. jc25

    how Importants of Compact and non compact section

    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...
  3. jc25

    CAR SHOWROOM MODEL CHECKING

    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.

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