Does anyone know how STAAD derive the following for a Class 4 section? - Minor axis bending moment capacity: if by multiplying elastic modulus with design strength, the moment capacity would be much higher than the computed values shown in STAAD output…

Hi There, I designed some columns in Ram SS for a particular model. However, the software has specified a baseplate thickness of about 1500mm even though the ultimate load on the base plate summed up to about 109kN. Is there something I might be missing…

Is there a way to confirm the loads that are imparted from a stub cantilever gravity beam into its supporting column, and can we confirm that this is what RAM does in the steel column design module? My office was reviewing a couple of cantilevers off…

I have used the concrete functions in RAM SS for lateral design, I know that the columns designated as 'Lateral' will use the RAM Frame loads for design (when checked off) for design checks. I am now using RAM SS for a steel structure, and noticed notes…

steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.

Good day my fellow staad users. I am currently designing a steel portal on staad pro. i noticed that when i use the select command, it selects larger section than when i use my hand to design it myself.using BS 5950 2000 for example rafter size manual…

I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks

Hey guys, could anyone tell me how did staad generate its unity ratio check (BS5950-2000) ? it states that Normalized ratio = actual / allowable , where can i get these figures in my output file ?