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?
There are certain limitations in the program and the tenth points locations are hard coded in the source code of the program.
The workaround solution for this issue would be to keep the precast length , Release Span and Bearing to Bearing same.
i hope it helps.
For more information related to Leap Bridge Concrete program please check the wiki articles in the below mentioned Bentley Communities link.
https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15933/leap-bridge-concrete-main-page
Thanks for the suggestion, Vinay !