It is already widely used

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.

Implementation of ACI 318-14 code in concrete design for anchor design in Ram connection (In Design of Base Plate) due to client However, the software tool supports only for the code ACI 318-08 , ACI 318-11 and ACI 318-19 . Need STAAD Version whic...

It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...

I am designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. Due to field conditions, I cannot adjust the beam elevations to align at the column. Given this, we should be able to modify th...

Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...

We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.

I am wondering if there has been any progress on implementing 50% unbalanced snow loads for cantilevers. In a forum post from 2020, Seth Guthrie said that it was on the backlog ( https://communities.bentley.com/products/ram-staad/f/ram-staad-forum...

This provision is useful in PEB buildings where all structural members are formed by using built-up plates. By using this option, we can avoid supplementary web plates uses in connections.