There is no method, report, or output command available to display the "k" coefficient used by the program for vertical distribution of seismic base shear per ASCE 7-16, Eq 12.8-2. Since this value can vary with the period it needs to be reported ...

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...

STAAD.Pro has offered aluminum design and ASD code checking for many years based on the 1994 Aluminum Design Manual. Since that publication was issued 26 years ago, there have been five subsequent versions released in 2000, 2005, 2010, 2015, and 2...

As Legacy versions, it would be useful to have options to design Plant equipment foundation (vertical vessels, exchangers, tank ring wall foundations, etc.) to STAAD Foundation Advanced 2023. Please add this feature at the earliest.

Spring supports are created only in a particular direction. For e.g. base/soil springs. negative displacement is considered as compression. what if a steel base plate is to be modelled below a concrete slab. There is no way to create a compression...

I consider that the way of using openstaad with VBA is somewhat tedious due to the characteristics of that programming language, therefore, my idea is to propose an openstaad repository but focused on python, which, in my opinion, would facilitate...

Create a default way to see the design of one or multiple selected steel beams. Once I select code and "design all". I would like to be able to click on one or more beams and instantly have a button to view the full design input and output. I beli...

In STAAD 2023, if a report is created and the Utilization Ratio table is included, a critical Clause is listed for each member. However, there is no indication in/above the table of which code, or code version, that the Clause pertains to. Please ...

Beam FB111 is secondary beam and beam FB347 to FB350 is primary beam. We want beam numbering reverse. Primary beam should have one number and secondary beam should split into four different numbers. We don't want group name in output file.

similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.