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RAM Connection

Allow alternate options for beam to column web moment plate outside of tapered plate

Currently it appears the only options for a flange moment connection plate to the web of a column is for a tapered plate. An option for coped and full depth plates should be included, similar Risa (see attached). I am reinforcing a building becaus...
10 days ago in RAM Connection 0 Future consideration

RCnx - Embedment depth of anchors geometric check when using primary reinforcement.

Enhancement submitted on behalf of Mohamed Tramboo. CS0249944 - PBI PRODUCT BACKLOG ITEM 1474359: When we provide primary reinforcement in RAM Connection, the ACI 318 code and the AISC DG1, requires the anchors to have a certain embedment depth so...
3 months ago in RAM Connection 0 Needs review

Restrict Load Input to What Ram Will Check

It seems very dangerous that RAM will allow you to put loads in for a connection that the program will ignore for design. The ability to put the loads in should be restricted or a warning should be added if RAM ignores loads.
28 days ago in RAM Connection 1 Needs review

Dual-Sided Horizontal Brace Boomerang Connections - HBBB - two and four brace type connections

When configuring horizontal brace "boomerang" connections with gusset plates bolted to support members, braces often exist on both sides of the support member. RAM Connection provides specific joint types to model these dual-sided configurations. ...
29 days ago in RAM Connection 0 Planned

Shear Values Vuad and Vuat Calcuation to be added to RAM Report

In base plate for shear check of anchor bolts, the resultant shear Vua is calculated using Vuad and Vuat. But RAM Connection report nowhere defines the derivation of Vuad and Vuat. This shall be clearly defined in the calculation showing Vuad is T...
2 months ago in RAM Connection 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.
over 1 year 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...
over 1 year ago in RAM Connection 1 Needs review

Column cap connection for inclined beam

Enhancement submitted on behalf of Jim Kapuranis. CS0251365 - PBI PRODUCT BACKLOG ITEM 568178: In RAM CONNECTION column cap plate connection is available. But if the beam is inclined with horizontal then this connection cannot be done. Can we inco...
3 months 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...
over 1 year ago in RAM Connection 0 Future consideration

RCnx - Base plate design - user defined stiffener placement

Ram connection has functions for define stiffener plates or channels on base plate, but in many cases it is required to design base plate with User defined Stiffeners. Users want to control stiffener size and number of stiffeners, also they want t...
6 months ago in RAM Connection 0 Future consideration