Please add one open STAAD function in which we can edit existing tapper property it will same much time

It is highly inefficient to require the user to switch cursors for each selection in STAAD. STAAD shall identify the context of operation automatically, and select the object required. Users should be able to select nodes, beams, plates, loads, te...

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...

STAAD currently has only LX and LY parameters but does not have separate parameters for cases where a beam has only the top flange restrained or only the bottom flange restrained. It would be useful if both were separated.

It would be great to be able to mesh a STAAD stick model using the assigned profiles (i.e. having the software replace the beam with a set of plates to match the flange/web sizes and thicknesses) in order to do some high level finite element analy...

It is hoped that the method of adding stiffeners in the design of American standard column bases can be increased, and it is best to be customizable. For example, extending plate stiffeners can be set on the web of the I-beam.

Connections design using angle & channel connections should be added in ram connection

In the new staad edition standard sections were added in addition to legacy.but when standard scetions were used, the analysis file cant be imported to RCDC.please solve this as there are new standard sections added which are not available in legacy.

Eurocode checks for aluminium members

Currently STAAD is performing only geometrical check of the members in accordance with Chapter 12 of NZS 3404. However, no design is performed based on the capacity design principles provided in this Chapter. As industries in New Zealand is increa...