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...

It would be excellent if the RAM Connection program had the option to export to Excel the report of the input data and results of the connection design.

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...

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.

Enhancement submitted on behalf of Conor Daly, from Jacobs Engineering Group. CS0223518 – PBI PRODUCT BACKLOG ITEM 1453001: I would like to request an option to manually adjust the width of the gusset. Right now, you can see in the attached that t...

Enhancement submitted on behalf of Larry R Brock Jr. CS0181629 - PBI PRODUCT BACKLOG ITEM 1408852: Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversize...

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.

I am designing a Column-Gusset-Base Plate Connection for a Steel Specially Concentric Braced Frame and I am wondering: Is it possible to modify the location position of the shear lug? I would like to align it with the centerline of the column like...