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

All ideas

Showing 267 of 267

Weld Group - HELP Graphic Needs Improvement for Load Axes

The HELP graphic showing the axes for loads and moments needs improvement. The graphic at the connection pad shows the orientation for the loads and moments on the Weld Group. The graphic depiction of the arcs for the moments needs improvement to ...
about 20 hours ago in RAM Connection 0 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...
about 1 month ago in RAM Connection 0 Needs review

Update AS3600 to latest version (2018) in Ram Concrete Module

Update AS3600 to latest version (2018) in Ram Concrete Module for concrete beam, column & wall design
17 days ago in RAM Structural System 0 Needs review

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.
2 months ago in RAM Connection 1 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...
about 2 months ago in RAM Connection 1 Needs review

Update AS1170.4 to latest version (2024) in Ram Structural Systems

Update AS1170.4 to latest version (2024) in Ram Structural Systems
16 days ago in RAM Structural System 0 Needs review

Shear reinforcement check for concrete breakout in shear lug case

Referring to Fig. R17.7.2.1a & Fig. R17.11.3.1 from ACI318-19 (refer attached sketch), these are the two similar concrete breakout failures one in case of Anchor bolts (case 1) and other for shear lug (case 2). In both cases, concrete breakout...
4 months ago in RAM Connection 1 Planned

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...
15 days ago in RAM Connection 0 Needs review

Include equations and references for demands/capacities for things like sliding resistance, etc, in Ram Elements footing module, similar to Ram Connection.

It would be very appropriate to include equations for demand/capacities in the report for things like sliding resistance, moment, shear, etc. For example, for sliding resistance, the passive equation, the cohesion equation, and the coefficient of ...
about 2 months ago in RAM Elements 0 Needs review

Agregar mas opciones de tipos de conectores de Corte

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.
3 months ago in RAM Connection 4 Future consideration