Unfortunately the bridge I am working on has a total length of 412' which is beyond the AISC charts of 360'.
I'm am familiar with the methods of moment distribution using different section properties for each span or frame unit including sway, from the analysis books I have. Are you aware of a...
The structure is a 3 span N = 1.27 built up plate girder with cover plates over the piers.
Is there a method of moment distribution using variable section properties?
Has anyone found good software or a method of calculating live load moment envelopes on a continuous bridge? I have a structure length that is beyond AISC Moment Shears and Reactions tables, and I would like to verify my Visual Analysis results against something. The key is that the section...
