Built up girder with offset web
Built up girder with offset web
(OP)
My company is working on a pedestrian bridge project that has a strong aesthetic influence. Due to this and other design requirements, the web of the built up girder will not be centered on the flanges. Also, the top flange will be wider than the bottom flange. Can someone give any guidance as to any additional requirements to account for outside of the standard built up girder specifications (stiffeners, tension field action, etc.)?






RE: Built up girder with offset web
RE: Built up girder with offset web
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: Built up girder with offset web
You say..., “My company is working on a pedestrian bridge project that has a strong aesthetic influence.” And, are all the rest of your company’s structures ugly?