In staad foundation designing, hoped that desinger can specify any bar diameter and spacing when configuring rebar, rather than selecting the diameter and spacing provided by the software. It is a very useful feature. Other software can also achie...

Physical Modeler Loading should include Moving Load /Vehicle. If you are following Physical modeler workflow there is no Vehicle or Moving load options, which is only allowed thru Analytical Model and to use that feature, only way would be to drop...

As per Chinese code design, we suppose to create lot of design parameter to perform the design. it is taking lot of time for controlling all the design parameter. can you make it simplified like regular STAAD pro design?

Ai-Chat GPT can be used in Staad Pro for calculating Gust factors, which otherwise involve a lot of complicated formulas. Also, Reports can be presented in better ways with less time.

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...

When STAAD Foundation calculates the reinforcement of the foundation, it is hoped that the function of manually defining the diameter and spacing of the reinforcement bars can be added. As desinger can choose any diameter and space of rebar to imp...

User use different software for modelling building depending on how much user-friendly the software is. Now reactions at base level are required to design mat or any footing for which SFA can be used. But since there is no option like in earlier o...

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).

Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...

I would like to suggest the addition of column designs that are inclined at an angle. You may find a project having many columns inclined at a certain angle; it will consume a lot of time to design them manually, as RCDC is not capable of designin...