I did analysis of box girder bridge in SAP2000, it is giving bending moment in entire bridge section.
I want to know where it is giving moments for entire bridge section.
Hi Ms Preeti Agarwal
I hope folowing link could helpful for you.
https://wiki.csiamerica.com/display/kb/Bridge+object+force+and+stress+diagrams
From your question it is not clear that how the Box Girder bridge is supported. Normally when you apply moving load in SAP2000 the bending moments are obtained at predefined sections and these can be plotted to get fair amount of idea.
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