Could you please add shortcut to view Plate stresses Graphical Contours ( Mx, My, Mxy, SQx, SQy, Sx, Sy) in the Customize quick commands Pop-Up shortcut using space bar. The current function only brings up tables which is a bit cumbersome when mak...

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...

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

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...

When designing concrete members in Staad.Pro, detailed design information can be seen in batch mode using TRACK command. One useful detail is the design ratio Pu/Pn. If that value can be shown the same way is shown for steel design it can speed up...

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

I often create models with multiple support conditions. Because of STAAD's requirements on support degrees of freedom I have to model lift cases first. This means that I cannot model seismic cases first as required if I want to use STAAD's seismic...