single angle design
single angle design
(OP)
Does any one know of a good reference for single angle members? In our office the design of these members has come up a few times....when angles are not concentricly loaded and/or the are used in flexure they are difficult to work with. I have gotten a number of opinions but never a good handle on the correct procedure for getting either actual or allowable stresses...not to mention deflection....arrgh. Any help would be welcomed






RE: single angle design
RE: single angle design
RE: single angle design
RE: single angle design
RE: single angle design
If this helps; I can try to scan the article and send it to you by email. Some of the tabular stuff is pretty fine print, and may not scan that well.
RE: single angle design