It should be the default way and I think its a great idea to include Mass Reference Load in X,Y and Z global direction as a default as it works for ELF, RSA and TH, Static and Dynamic Analysis.I would also Suggest Let User define what they would l...

Too many requirement for design the JIS/TIS c-light lip section as cold formed steel using STAAD. So, is it possible to have an JIS/TIS c-light lip section properties included in the database. If there are these section database in STAAD, it's can...

Staad foundation advance supports design of structural strap of strap foundation as per ACI code , i.e not designed the structural strap of strap foundation as per Indian code. Hence add the features of design strap foundation along with structura...

All features of ADINA should be implemented and available in staad pro also. Like, Non-linear dynamics analysis, hydrodynamic (impulsive & compulsive sloshing load), Computational fluid dynamics, Potential fluid dynamics, Modelled of water in ...

I know there is a way to use Copy/Paste Nodes, Members, Properties, Materials, etc.Not Talking about the hard way of doing things- which involves trial and error and a lot of clean up. Since the new recommended Workflow is promoting a Physical Mod...

Design of raft foundation in RCDC FE/RAM concept doesn't report about the stability of foundation like against overturning, sliding, max.base pressure etc

There is a webinar for modelling, analysis and design of rcc rectangular water retaining structure along with impulsive and convective wave pressure on coffee corner, but there are some limitations and assumptions, like the xml templates are only ...

The new report formatting while nice in appearance is cumbersome, not quick to use and has issues with savings....can't there be an ability for staad users to "revert" back to the old school report formatting?

I chose this "add idea" route because I couldn't find another channel to communicate my disappointment as stated below. Report setup in STAAD. Pro 2024 is not good. It gives poor quality picture compared to previous versions. This kind of weird pr...

Looking for a OpenSTAAD Function to extract Area of reinforcement from STAAD Output. I have explored the OpenSTAAD help and I couldn't able to find. If you have any solutions, please suggest.