We're still using ACAD on old projects, but using RST on new projects. Luckily the new ones have been steel. However, I know the day is coming where I need to model a concrete structure in RST.
How are you handling Concrete Beam Schedules? When using ACAD, we're typing all the information into Excel spreadsheets. Then, we use a 3rd party program to import the XLS ranges into ACAD. Once set up, the 3rd party program is a snap when we need to update the spreadsheets in ACAD. (I'm attaching an example of a small portion of our beam schedule)
I cannot see how I'm going to handle this in the future when we get our first Concrete building in RST.
What are you doing?