Skip to Main Content
Need Support? Let’s guide you to the right answer or agent.
ADD A NEW IDEA

RAM Connection

Showing 63

Export to Excel the report of the input data and results of the connection design

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.
4 months ago in RAM Connection 2 Needs review

Proposal for Update to Bentley Staad Pro - 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...
4 months ago in RAM Connection 1 Needs review

Enable Access to Connection Design Data in STAAD.Pro Advanced and RAM Connection via OpenSTAAD or API

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

inclusion of triangular stiffener to baseplate

It is already widely used
over 2 years ago in RAM Connection 1 Needs review

Lifting Lug & Cap Plate Connection Design Within Ram / Staad

Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...
7 months ago in RAM Connection 0 Needs review

Allow to design double angle or single angle connection design. Within vertical truss, or as beam to beam connections

No description provided
over 1 year ago in RAM Connection 3 Needs review

HSS beam to Wide Flange column

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...
10 months ago in RAM Connection 0 Needs review

Provision of doubler plate for column flange from back side in Moment connection template as per AISC code.

No description provided
over 1 year ago in RAM Connection 0 Needs review

Modifying Shear Lug Location

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

WT stem down directly bolted to the gusset

No description provided
4 months ago in RAM Connection 0 Needs review