Usually we start creating the parametric surface mesh by assigning a name. However, there will be situations where we need to clear all the existing mesh definitions and then start afresh. It will be much helpful if there is a function in OpenSTAA...

Under Properties in Analytical Modeling, one can currently only highlight assigned geometry for a single section at a time. A button could be added to the table that allows you to show all section properties in the current view by color, and then ...

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...

I consider that the way of using openstaad with VBA is somewhat tedious due to the characteristics of that programming language, therefore, my idea is to propose an openstaad repository but focused on python, which, in my opinion, would facilitate...

Can we have a single query where we can have both the Bending Moments, and Shear forces can be sketched in the query report? adding the Deflection Diagram would also be an added advantage.

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...

This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

Currently the only way to check the deflection of a slab is to review the deflected shape of the shells' mesh, or in the tabulated results. It would be very useful if the contour plots for shells included the option to contour deflections as well ...