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  1. groszni awesome
    Assalamualaikum, Im designing a connection beam to column and in AISC 360 sec J10 there are some parameteres we got to check on the column, such as web sidesway buckling and web compression buckling. Ive been searching anywhere in the internet but didnt find any failure illustration of these parameters. Could some of you please draw the failure illustration of sidesway buckling and web compression buckling? Thank you.
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