Node 2 is a real node in the STAAD.Pro model located at (1, 0, 0), and the GetNodeNumber method is correctly returning the node number that corresponds to the point coordinates (1,0,0). When I use GetNodeCoordinates(2, &x, &y, &z) , I expect to get the…

Hi, is there a way to get the design strength values of an element using OPENSTAAD? Thanks in advance.

Hi, is there a way to get and set the Length for flexural torsional buckling using OPENSTAAD? Thanks in advance.

I wrote Open Staad code in Excel VBA and worked perfectly fine. Later on I have tried to run it again I got the following error message The error pointing to this statement in my code: Set geometry = objOpenSTAAD.geometry What is the problem and…

can someone please tell how to access results from stress at a point function of openstaad. i am trying hard to get but getting failure. please explain.

I am recently using openSTAAD for automating my steel design works. I am aware that applying loads and load combinations are possible using openSTAAD. OpenSTAAD documentation does not elaborately shows how to apply design parameters for steel design…