Can camber calculation methodology be modified from the PCI multipliers to time-dependent analysis / AASHTO equations? Thanks

I have a bridge where I need one span to have a different girder concrete strength than another span. When I update the concrete strength in "Data Modification" and edit my beam strand pattern, all the dead load deflections are zero. I'm currently using…

Occasionally when I print beam design results, I will get zero camber and deflection values reported in the design summary. I have to go back and rerun the analysis and that clears it up. Is this bug documented and is there a fix?

The camber diagrams always reports values in 1/10 of span. Is there a way to get the camber values to report at spacing that I determine? For example, I would like camber values at 20 equal span splits instead of 10. Thanks

Is there a way to add a supplemental composite DW load for a poly wearing surface in Leap Concrete Bridge? I want to keep it separate from the Future Wearing Surface (Composite DW) load I already have. This is necessary to accurately calculate camber…

From what I understand Conspan calculates 10th point increments from the total precast length and not the bearing to bearing span length. Is there a way to get camber and deflection readouts at the bearing to bearing 10th points? All the DOTs in New England…