IF I HAVE TO LIVE LOAD LIKE ONE IS ROOF LIVE AND OTHER IS LIVE LOAD THEN STAAD IS NOT TAKEN ACCOUNT TO THE ROOF LIVE IN THE COMBINATIONS IT IS TAKING ONLY LIVE IN THE COMBINATION PLEASE LOOK OUT IN THIS MATTER

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…