Hello, I found a problem when I have to analyze a structure in two different situation. One with equipment in operation and another one with equipment empty. For eatrhquake I used "Response spectra". It is knows that response spectra use only the ...

When a physical member is created, STAAD should handle the collection of beams as one entity. When a section of material is assigned, it should always be to the physical member. End releases will only exist at the ends of the physical member. Curr...

The possibility to presents diagrams with annotation is very importent for the documentation of analysis. Today the annotation of values for forces, moments, dispacements and so on does often clash with the geometry plot. The possibilites to adjus...

Currently I need to cut a line or plane at the base of a masonry shear wall in order to determine the in-plane bending moment. However, that effort produces the total moment for the entire cut. It would be more convenient if I could just click on ...

currently if anyone need to add the beams in group definition, all the beams including existing added need to be selected. if new beams can be added without selecting existing beams, it will be easier

In load data page when you select any specific UDL or point load, then the UDL or point load associated beam and node shall be auto selected or highlighted. this will help to identify if load applied is at right location or not

This is very usefull in viewing, selecting to view, viewing whole structure without zooming out etc. This will make STAAD pro operation faster.

While generating Report, Company Logo needs to be changed for every project, that is a tedious practice. The changes should be permanent and for company.

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....