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Recent content by dmitrikylev

  1. dmitrikylev

    Classifying a Moment Frame per ASCE 7-16 Chapter 12

    Thanks for the responses. I can visualize now how it would act like cantilevered columns. The structure will be symmetrical in plan view, so I do not think global torsion would be an issue but that is a good point that I will be sure to check. So from what I understand, for the calculations as...
  2. dmitrikylev

    Classifying a Moment Frame per ASCE 7-16 Chapter 12

    Hello, first post. I appreciate any advice. I am designing a foundation and structural supports for a prefabricated shelter. The support itself consists of a mat foundation, concrete columns, and steel beams that are anchored to the top of the concrete columns. The prefab shelter will be...

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