Here is a sketch of what I have.
There are three beams attached to rather large box beams.
http://files.engineering.com/getfile.aspx?folder=ebe5411e-8025-4fb7-bc20-c7bc9e006d6e&file=20071220125036.pdf
Sorry for not clearly asking a question. My concern is that the material will fail and bend due to its self weight. I was also unable to find any information on this steel from China so I am using a similar US beam for beam properties.
Mike
Question:
So what I have is a chinesse steel beam 915x407x13x20 (depthxheightxwebxflange). The problem I have here is that it is 60 ft long with 2 - 50kip loads 15ft of center. not that this is a reallt big problem or anything but the beam is on its side(weak axis). I figure if anyone even trys...
