Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...

I wouldn't lie by saying that I'm a vivid user of the calculator from the withing the Input Editor/Command file. But at times when the Window's calculator crashes, Staad's calculator comes to the rescue. hoping to add a few suggestions: 1. rather ...

It is general practice if we assigned a new property for the members, the old property will be automatically replaced or deleted by the new one. No need to change or edit the property in input file for members one by one. But for some large file I...

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...

There is no command to get the design calculation results in OpenStaad and I would like you to provide it.

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...

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

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.