LEAP Concrete provides camber/deflection at tenth points for my prestressed girder. The tenth point spacing is divided between the end to end of girder distance and not divided between the bearing to bearing distance. For camber, I feel it is appropriate to calculate using end to end but once the girder is set on the bearings, could LEAP provide tenth points divided from bearing to bearing for loads placed after the girder is erected and set on the bearings?
Thanks for the suggestion, Vinay !