Please consider adding an autosave feature. A real autosave not a prompt that appears every so often minutes asking you to save. One that will autosave without input. Autosave is pretty much a standard now across a variety of softwares, so constan...

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...

It should work similarly to code checking steel members according to EN 1993-1-1. It would benefit everyone designing aluminum structures due to highly corrosive environments and/or weight restrictions.

These could be used when performing member or shell design in STAAD.Pro, as well as Advanced Concrete design. See applicable snapshots attached. User would like to be able to do design to NZ codes in STAAD.Pro (specifically concrete and timber,...

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...

Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...