Good morning. It would be helpful if future versions included the option for the user to define the reinforcement layout, allowing STAAD Foundation Advanced to verify it — both for pedestals and foundations
Presently Staad pro is using CANADA/NRC seismic code 2010, but available code is 20213 , kindly update your Staad soft ware accordingly, to perform our Canadian client asap
AutoDrafter - Do not show "Rigid" Member Symbol if member is a free end
AutoDrafter currently shows a rigid member symbol when a member has a free end with no other members connecting to that location. It would be great to remove these redundant symbols
AutoDrafter - Allow Manual Assignment of Member/Connection Type
AutoDrafter appears to have some automated rules that are not perfect; would be nice to be able to override Member/Connection Type within AutoDrafter (e.g., select a column member, right click, modify properties, change 'Member Type').
Untie the Section Name in the Properties window from the Base Unit settings
The proposed enhacement would allow the units that are being used in the model to appear correctly and complete in the Section Name window, and also in the reports because, for example, being tied as they are now only allows units to be presented ...
Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method
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...
Inclusion of updated IS code IS 1893 (part 4):2024 for design of steel structures
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...