Please allow user to remove multilinear springs in GUI rather than going into the editor to remove 1 or 2 lines of text.

To streamline the design process using the OpenSTAAD function, we aim to automate the visualization of member stress ratios for each analysis. Currently, when employing the "objOpenSTAAD.View.SetModeSectionPage 1, 6, 19" function, the stress ratio...

Currently, if there are multiple design blocks present in a STAAD model, in the post-processing utilization table, design ratio from the last design block is reported. It is very common to define multiple design blocks with different set of parame...

Widely used in industry

currently if anyone need to add the beams in group definition, all the beams including existing added need to be selected. if new beams can be added without selecting existing beams, it will be easier

It is understood that only for AISC 360 design checks, it is feasible to view the design results for different design parameters & maximum case, while the same is not allowed for other design codes without going in to output file. Appreciate t...

ear Eng: I was Suggest if we can do the following - generate the drawings with the legend "Rxx" ? - Replace the current table shown in the snapshot with the section properties table attached the snap shot that can show the required

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...

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.