There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...

Good morning. It would be helpful if future versions included the option for the user to define the reinforcement layout, allowing STAAD Foundation Advanced to verify it — both for pedestals and foundations

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...

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...

Presently Staad pro is using CANADA/NRC seismic code 2010, but available code is 20213 , kindly update your Staad soft ware accordingly, to perform our Canadian client asap

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

The proposed enhacement would allow the units that are being used in the model to appear correctly and complete in the Section Name window, and also in the reports because, for example, being tied as they are now only allows units to be presented ...

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...

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 ...