STAAD graphical display and user interface seems way behind compared to other similar software in the market. The controls for GUI are obsolete, inflexible and difficult to navigate.

Having the option to initiate Steady State Analysis through the GUI will help avoid command syntax errors and enhance user experience

Dear Sir, Under the support head spring tension/compression only, all the support acts in the global directions. But, when the spring system is assigned, for the X & Z it is different from the Y direction. Please correct the notation or the d...

If some how we can save the orientation of plane and line that has been created for the result only command, it will be very helpful. As the same can be used to see the changes in the result for iterations and is very effect in proof checking by ...

Please I suggest to add MASONRY structures analysis & design in the next version of STAAD . Thanks

when you make grouping column, beam, slab, & footing in RCDC, for make simplicity, the software not give same name, please add this feature if possible.

It would be nice to be able to add my own load types so that way I can use the load combination generator to create custom load combinations. Some load cases that I use are specific that that involve different "uses" of the same type of load. So I...

Every time I change the view I have to reset the reaction annotation settings. Make it so that it always uses the last setting. Don't reset it back to show all DOF when you change the view.

STAAD RAM connection design module has two connection design function (except gusset). First, BASIC connection. Second, SMART connection. Both function change/correct the values(like dimension, thickness etc..) from given template and also "USER s...

When designing concrete or masonry walls and slabs the rebar typically runs in two orthogonal directions. Because of this we are typically interested in stress results resolved to the slab or wall's local coordinate system. STAAD's analytical mode...