WSDOT / PGSuper

BridgeLink PGSuper/PGSplice prestressed girder and post-tensioned spliced girder design, analysis, and load rating
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fixes user rotations #6

Closed boutilr closed 1 month ago

boutilr commented 1 month ago

I replaced the snippet of code in UserRotationTable.cpp with the snippet of code from ProductRotationTable.cpp which gathers the poi for rotations at the piers.

The user rotation table is used in the bearing design parameters report, MVR report, and Bridge Analysis Report. I used US101_Steamboat.spl for testing. The correct rotation is now displayed in the bearing design parameters report. Interestingly, no change was observed in the other 2 reports. They each report 0.0 for user DC rotations. Also, the graph of use DC rotations no longer has continuity at the splice. Same for moments. I did not do anything that affect moments, so I am guessing this change must have been made by others recently in the upstream develop branch. My other develop branches show continuity (see original bug report).

Please review and approve this change. 

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