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Recent content by Durango1
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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...- Durango1
- Post #4
- Forum: ASCE (civil) Code Issues
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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...- Durango1
- Thread
- Replies: 3
- Forum: ASCE (civil) Code Issues
