Dear Mrs./Mr. In my calculation, I'm using RM-Set to plot SIGI principal stress of concrete box girder. As the results plotted, I observed that there is some elements (el. 124, 127, 157 & 160) has a confusing principal stress result, SIGI princ. stress…

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…