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RAM SS-Foundations modeled/adjustments in Foundation Module

It would be a time saver to not require reanalysis of the building for changing/adding a foundation element or their properties, by allowing modeling to be conducted in the foundation module.
about 3 years ago in RAM Structural System 0 Needs review

Ability to cancel report printing in RAMSS

Some reports are long and take a while to load. It would be nice to have the ability to terminate the report loading/printing process.
about 3 years ago in RAM Structural System 0 Needs review

RAM SS - Progressive Collapse

Add a Progressive Collapse Module to RAM SS
over 2 years ago in RAM Structural System 3 Planned

RAM SS Reports

Add a feature to allow for varying report detail levels. Short, medium, and long very detailed reports.
over 2 years ago in RAM Structural System 0 Needs review

RAM SS - Foundation Module - Add Copy Footing

Add Copy footing from one location to adjacent footing so that footing have the same geomerty and reinforcing.
over 2 years ago in RAM Structural System 0 Future consideration

Provide option for web panel plate by replacing existing member web plate to new web plate by using CJP weld at panel zone in MEP knee connection

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.
5 months ago in RAM Connection 0 Needs review

RCnx - TGB connections - Enhancements for gusset geometry

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...
5 months ago in RAM Connection 0 Needs review

RCnx - Add anchor-bolt bending for base-plate design for AISC.

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...
5 months ago in RAM Connection 1 Already exists

• Does RAM Connection support Box Columns (Double ISMB/ISMC) with strengthening plates for moment-resisting or shear connections? (see attached drawing) • Can RAM Connection be customized for specific load cases, codes, or connection types? · Can RAM Connection design connections for base plates and bracing using Box Columns with strengthening plates?

It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.
11 months ago in RAM Connection 0 Needs review

Applied Beta Angle of a member in STAAD model isn't working in RAM connection design

I have few members of a structure frame that were oriented 90 degree using Beta Angle. However, this applied Beta Angle no more works in RAM connection when I try to design a connection in STAAD RAM connection.
11 months ago in RAM Connection 0 Needs review