Hello,
As you see in the print screen bellow, I have two different moment results. From the plate center stresses table and from the figure bellow, I get a maximum positive moment of 721kN-m. From the results along line, at the same section, same plate, I get a maximum moment of 461kN-m. Could you please explain to me this different?. I use strip moments for slab designs but with this differences between plate and line results I not sure anymore if the "results along line" works correctly in staad.
Thanks,
