Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...

From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...

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

Please allow users to manually override Mark IDs that are generated by AutoDrafter.

Please add support for OpenBuildings Designer being able to open drawings from AutoDrafter.

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').

Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.

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...

WHILE CREATING A LATTICE FRAME WE NEED TO OPT FOR TWO ANGLES APART FRONT TO FRONT, BUT AS OFF NOW STAAD ONLY PROVIDES DOUBLE ANGLE WITH BACK TO BACK CONFIGURATION AND NOT FRONT TO FRONT, THUS IT IS REQUESTED TO ADD UP DOUBLE ANGLE SECTION WITH FRO...

Analysis & Design option for Self supporting roofing sheet recommended by RDSO , GOI .........Proflex company MNC is majorly manufacturing those roofing sheets........ The irregular shape of sheet is difficult to model & analyse in staad p...