We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...

Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....

It should work similarly to code checking steel members according to EN 1993-1-1. It would benefit everyone designing aluminum structures due to highly corrosive environments and/or weight restrictions.

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...

The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...