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Staad should have one option which helps to create a report of node labels ( tier/levewise) for whole structure. Also a report of beam labels ( tier / levelwise) for the whole structure. Also report of section property ( tier/levelwise) for whole ...

It will be helpful if a function for applying the hydrostatic forces on plate elements either by selecting a group of plates or a selecting a single plate e.g., the PlateID and the pressure at four corners of the plate. Many a times applying the p...

Hi I have an exceedingly large model which takes hours to run on RCDC. Also, when the model is exported from STAAD to RCDC, all the beam support points are not detected properly by RCDC and I have to spend days just correcting the Beam Continuum. ...

when I use RCDC, the column failed to crack-width,but I want to know the result of failed column crack-width value and calcute to deside how to update the model, update Longitudinal reinforcement or stirrup

Need a function similar to Midas automatic coupling plate element boundary

When you open a Section from the Properties panel by double-click, you are prompted to the same Table, including section type as the one you double-clicked. That is OK. But the table is just opened regardless of what section size or configuration ...

The pipelink transfer of loads from AutoPIPE to STAAD is currently very limited for guide-type supports and other multi-direction supports. A guide support will have vertical loads as well as lateral loads. Depending on the direction of the latera...

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...

Pipelink is quite rudimentary. It does not provide the ability to assign guide supports to different nodes. For example, horizontal loads need to be applied to Vertical Members, while vertical loads need to be applied to Horizontal Members. The sa...