ANALYZE HORIZONTAL LEG OF STEEL ANGLE
ANALYZE HORIZONTAL LEG OF STEEL ANGLE
(OP)
I’ve never been taught to analyze the allowable capacity of the horizontal leg of a steel angle supporting either a point load or continuous load.
How do I determine the acceptable angle thickness?
Do I need a gusset?
In past years, I’ve been considering the horizontal leg to be a cantilevered beam with a fixed supported end. Am I performing a correct analysis?
How do I determine the acceptable angle thickness?
Do I need a gusset?
In past years, I’ve been considering the horizontal leg to be a cantilevered beam with a fixed supported end. Am I performing a correct analysis?






RE: ANALYZE HORIZONTAL LEG OF STEEL ANGLE
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RE: ANALYZE HORIZONTAL LEG OF STEEL ANGLE
Link
Link
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: ANALYZE HORIZONTAL LEG OF STEEL ANGLE
KootK - thank you for the resource(s), however, the second "Link" only flashes briefly and I am unable to use it. Clicking on it several consecutive times allowed me to see that it is from SteelJoist.org, but, I cannot clearly decipher the rest of the address. Will you please provide the address? Thank you very much!
RE: ANALYZE HORIZONTAL LEG OF STEEL ANGLE
FWIW: I'm using Chrome.
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: ANALYZE HORIZONTAL LEG OF STEEL ANGLE
And it looks like there are two errata.
http://aisc.org/bookstore/itemRedirector.aspx?id=3...
https://www.aisc.org/store/p-2317-errata-flange-be...