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.

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 ...

dear staad pro team,i think more important things for shar wall system building for high rise building is property modifires for wall,it is misssing in staad pro i dont know why?all softwares have this important feature why is missing in staad?

It would be helpfull if modeled floor slab analysed in STAAD.Pro to be imported in RCDC for designing

Main SA Concrete Design Code SABS 10100-1:2000 Edition 2.2. The Structural use of Concrete Part 1: Design Supplementary SA Concrete Design Codes SABS 10100-2:2014 Edition 3 The Structural use of Concrete Part 2: Materials and Execution of Work SAN...

There are several methods to model shear wall/slab/mat in staad CE, broadly by physical modeller and analytical modeller, as far as the analytical method is considered, slab/mat/shear wall can be modelled through various techniques, like plate ele...

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.

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.

OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code