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…

Dear Team Bentley, I have a curious question to ask regarding Member Size in Properties for Tapered Sections. My queries as below: 1. Why STAAD show Tapered Section with 1,2,3 etc. instead of Member Sizes like (d1-d2)xtw+2*(b1-b2)xtf1/tf2 like this…

Hello everyone, Can tapered (variable depth) reinforced concrete beams be modeled in Staad pro? I have noticed when creating my model the member properties only offered the option of tapered I and tube sections, which are not applicable in my case.