I am running a model and have stirrups that run from the column base 0.0000' to the top of the column 28.1233'. However, despite this I still receive an error in the design status report stating that the provided area of shear reinforcing is 0.00 in^2/ft. It's column has sufficient strength, but for some reason the program is not recognizing the presence of the stirrups at the top.
Is there any way to get rid of this error?
Please email me the file so that i can test this issue .
My email is "Vinay.Mysore@Bentley.com"
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/11174/leap-rcpier-substructure
Was this issue ever resolved? I am getting the same error in my model.