1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…

I am modelling a concrete tank's base as a slab using plate elements. I am looking for the maximum positive and negative bending moments in the slab at the edges, and their locations and at the slab's centre. Can I get these values from STAAD? Should…