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Recent content by Durango1

  1. Durango1

    ASCE 31-03: Evaluating Cantilever Columns - CALIFORNIA

    Thanks Sandman. That is true, it is a subset, however, C1 & S1 are all frame systems. That is, beam stiffness plays a role in lateral resistance, as the connections are assumed moment connections. Hence, the formulas that are provided pretty much apply to frame systems, rather than an "inverted...
  2. Durango1

    ASCE 31-03: Evaluating Cantilever Columns - CALIFORNIA

    Hello Everyone, I am totally new to Eng-Tips, so forgive me if I am repeating the thread (I couldn't find anything on this though). I am evaluating 2 different buildings, one has reinforced cantilevered concrete columns and the other has cantilevered steel columns as the LFRS. The buildings...

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