In the process of bridging all my valleys I am fabricating a good sized deck girder bridge with the traditional pattern of what appears to be multiple riveted plates.
The plates will 10 scale feet ( 2 1/2") tall. The next step is to attach the vertical stiffener / joint angles.
My question: engineering wise, what is the aspect ratio of the panels. They are all usually of a vertical rectangle configuration. I am guessing somewhere near 1:2 width to height ratio.
Anyone have hard numbers for this or an idea where to source this information?
Thank you.