Currently, it is possible to display results for multiple design blocks with AISC360-16 results only. This feature is also required for AIJ2005 and 2002. In AIJ codes, load cases are classified into parmanent loads, temporary loads and loads for...

Hi, When inserting a node into a beam having a tapered I-section property, the software automatically generates the properties for the new section and places it at the end of the property section. This poses significant challenges during the optim...

This will reduce the tedious process of turning on and off each design parameter from editor file and then running the full input file again multiple times. If this can be implemented for AISC-360 then it shall be implemented for other codes also.

Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...

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...

Hi, I have an OpenSTAAD program that generates groups and that applies loads to the elements/beams/nodes in those groups. However I'd like to apply the load to the group directly using openSTAAD as you can in the STAAD Command File? What I want to...

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...

It will be very helpful for the estimation if PRINT CG command works for groups of plate and beams and solid also. This will give directly the weight and volume of certain part of model, which is most of the the basic parameter of optimization. Ri...

I assume this has been mentioned before (might even be working on it), but being able to specify the steel design parameters in the Modeler would be a game changer. A separate design module would be good too, but I don't think it's necessary.

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...