Dear Users, Is it possible to get the detailed steps of calculation or how the design parameters are derived or the list of sub parameters considered for the arriving out the interaction ratio given in the output file for the axial and bending interaction…

Dear sir, When we design steel structures using Indian standard IS 800, If Design parameters of SEISMIC as per Section 12 of IS 800 will be checked as follows: At the same time, Response spectrum analysis had already been performed in model. But…

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…

Hi, I have input Design command as "Cantilever", now where i can see the difference ? I checked the Output file also.