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...

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...

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...

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...

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...

for site engineer ,it is useful to understand calculation report.as input parameters added in the calculation report, it is benefit for checker to review. eg. beam section ,column section ,steel strengh ect.

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...

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.

easy way to find the section properties . Also all the flange width and thickness and web depth is coming except web thickness