STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.

Please add the ability to automatically generate wind loading to eurocodes.

Dear All, I highly recommend to include calculation of seismic load using NBCC 2015. I see it as a big gap in Staad Pro not to include Seismic loading using NBCC 2015 Thanks a lot

May you please update the design of Slant beam in RCDC,as you may have a building has a certain slope from one grid to another

Spring supports are created only in a particular direction. For e.g. base/soil springs. negative displacement is considered as compression. what if a steel base plate is to be modelled below a concrete slab. There is no way to create a compression...

When dealing with a substantial number of members within a STAAD model, the design parameters tend to split automatically. Consequently, this automatic splitting poses challenges when attempting to review the design parameters. The same situation ...

It would be nice to be able to apply wind loads on plate elements. Especially given that there is a wind load definition specifically for tanks, but no way to model that tank other than plate elements. The alternatives are a cumbersome to implemen...

It would be helpfull if modeled floor slab analysed in STAAD.Pro to be imported in RCDC for designing