Hi Im modelling a three hinged truss in StaadProv8i for completion of our school requirements. The problem is, we should model a steel truss without failed section before new year starts. But after I run analysis, the output shows some failure beams…

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…

When designing composite beams, our firm does not like to use beams with flange thicknesses less than 0.3". Is there a way to flag beams in RAM Steel that have flange thicknesses less than 0.3" Other useful flags that would help us streamline our design…