Special Cantilever Column System; At Angle?
Special Cantilever Column System; At Angle?
(OP)
is it permissible to have a Special Cantilever Column system in accordance with ASCE 7-10 and AISC 341 that is design at a 40° angle to vertical?
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Special Cantilever Column System; At Angle?
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RE: Special Cantilever Column System; At Angle?
What's the application and structure type?
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
https://www.facebook.com/AmericanConcrete/
RE: Special Cantilever Column System; At Angle?
RE: Special Cantilever Column System; At Angle?
Also, remember that the code isn't meant to cover every situation (despite their best efforts and the increasing complexity). Your engineering judgement can and should be something to rely on in these situations.
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
https://www.facebook.com/AmericanConcrete/
RE: Special Cantilever Column System; At Angle?
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Special Cantilever Column System; At Angle?
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
https://www.facebook.com/AmericanConcrete/