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  1. maxipoblete

    AISC 360-10 Single Angle Compression Members

    Thank you @271828. I guess that's the way to do it. I'm doing an internship and updating a calculation sheet for single angles under compression and other forces. This had me struggling because my boss told me that. in practice, single angles in compression must be checked for flexural buckling...
  2. maxipoblete

    AISC 360-10 Single Angle Compression Members

    Hello, Im not sure how to deal with a single angle in compression. Im using AISC 360-10, section E5, and I don't understand when should I use the modified KL/r. Do I need to first calculate the modified KL/r and then go to E3, E4 and E7 ? Thanks

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