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…

Hello everyone, I am working for one of the underground metro projects where I have to design various slabs. These slabs have to be designed for bending moment, torsion and shear force for large number of load combinations. The practice which I am following…