Hollow Core Slabs modeled as beams II

After some further testing on the subject in my previous post, I have decided to go back to using regular beams when modelling hollow core slabs. Seems "Complex and Trusses" were quite unflexible when it came to a lot of things, like openings. Besides, a line in the Update Enhancement List of the recently added Update 2 reads "Improves model performance when dragging a beam end".