LLDF for exterior girder shear calculation

WSDOT / PGSuper

BridgeLink PGSuper/PGSplice prestressed girder and post-tensioned spliced girder design, analysis, and load rating

Other

7 stars 5 forks source link

Closed aminulce closed 10 months ago

aminulce commented 10 months ago

Hi, I am a bit confused about the condition imposed on the "e" in the following picture.

The analysis is done on TX28 for cross section type "k". The average skew angle is 35.

image_2023-12-26_000720509

aminulce commented 10 months ago

I guess this is a simple implementation of TxDOT BDM.