Hello, While analyzing and designing a continuous structure, there is an option for negative moment continuity steel. As outlined in the Tutorial PDF T1A-5 (pg. 47), we input the continuity steel but when looking at the strand patter design status,…

I don't understand why RCPier has the ability to check Service III stresses in the pier cap, but not the column. This has been a standard requirement for FDOT bridges for quite some time and it would be quite a timesaver to have RCPier generate the stresses…