Steel "Special" Cantilevered Column vs. "Ordinary" Cantilevered Column
Steel "Special" Cantilevered Column vs. "Ordinary" Cantilevered Column
(OP)
What is the difference between the special cantilevered steel column and ordinary cantilevered steel column? It's in the ASCE 7-10 Table 12.2-1.G. I cannot use ordinary in SDC D, E, and F, so I always use special which gives me a better R-value, also. But what distinguishes special? If it's in detailing, please, give me an example. Thank you.






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