WSDOT / PGSuper

BridgeLink PGSuper/PGSplice prestressed girder and post-tensioned spliced girder design, analysis, and load rating
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fixes pier poi list #7

Closed boutilr closed 3 months ago

boutilr commented 3 months ago

The poi list used for the ProductRotationsTable, which is used in the Bearing Design Parameters Report, Bridge Analysis Report, and MVR Report is incorrect as the existing poi references are the same for all intermediate piers. The fix loops through the girder groups and uses attributes to build the poi list for the pier locations.