***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS CAN BE CHECKED FOR BENDING. Why I get this warning…

Hello All, I was manually calculating the bending capacity of the built up I sections as per IS-800 and found that the results for compact and semi-compact webs were not matching with the STAAD results. I have attached the snap of my manual calculation…

1104.Model.std STAAD.Pro CONNECT Edition - Version 22.07.00.160 If we assign a rolled section from the table and assign STP parameter as 2, then shear capacity is calculated correctly by taking the depth of web x thickness of web (dtw). But when…

Hello All, Can someone guide me how to remove above warning in STADD Pro, I have refereed to https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/30240/warnings-in-is800-2007, however can someone clarify below…

I have selected code IS 800 2007 LSD which is also my default code but staad is showing CODE INDIAN in editor file. Are both same? or it should show IS800 2007 LSD? Also I want to know permissible stresses of steel in bending as per LSD. I have attached…