Sometimes connections are largely customized and when they required for any reason to be repeated in a different model, it is required to customized again. It would be useful to once a connection is completed we could have an option to create a te...

One of the first options is to have more connection options that reflect real-world cases of beams to tubular columns. Currently, there are very few options for these connections, and the existing ones are not very useful. It would be beneficial t...

We request the ability to programmatically access, extract, and utilize the data generated in the Connection Design module of STAAD.Pro Advanced, as well as in RAM Connection, through OpenSTAAD, macros, Python or VBA scripts, or a dedicated API. A...

Currently, RAM can design "Joists" but doesn't specifically design the members of the joist. As a joist designer, we would love to be able to design the sections of a joist per SJI (Double angles, webs, etc) This can be implemented by Bentley, or ...

Agregar la verificación de conectores de corte tipo Cruz, con perfiles tipo W HEA, HEB o perfiles Tubulares (circulares o cuadrados) dentro del la interfas de RAM que esta dentro del Staad Pro.

RAM Beam needs to allow zoom with mouse scroll similar to other RAM modules.

As part of user assigned beam sizing, occasionally would like to override the default camber value reported.

Often times I create 3D models of similar frames but they have different tributary widths.For our 2D analysis we apply the loads to the nodes and members and not to areas.When we have to transition to 3D models, it would be great to have the abili...

The HBBB connection should support the selection of tubular members as braces. Additionally, several joint types currently restrict certain section selections for braces. I recommend enabling all joint types to accept any brace section to enhance ...

In Ram concrete columns, there is often an error in the design of the columns which is due to the spacing of shear links whereas it is impossible to change the spacing manually, thus making all the columns design failing due to a shear links spaci...