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RAM Connection

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Thru bolt connection - steel to concrete.

RAM connection is not having an option to design the thru bolt connection - baseplate is connected to the concrete with thru bolt. Instead of post anchor and preinstalled anchors, sometimes it is needed to use thru bolt connection. Please find the...
10 months ago in RAM Connection 0 Needs review

Effects of Torsional moments on base plate

In the current project I am working on, I need to design steel supports for the pipework. In some cases there are torsional moments and their effects on base plate have to be addressed. At the moment, Base Plate design in RAM Connection does not i...
10 months ago in RAM Connection 0 Needs review

Bolted flange plates at BOTH flanges for beam-to-girder connections

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...
about 1 year ago in RAM Connection 0 Needs review

Add directly-welded moment connections for beam-to-girder configurations.

We often use directly-welded moment connections, with beam flanges that are full-pen welded to the supporting member. RAM Connection can do that for beam-to-column connections, but it would be great if you could add that connection for beam-to-gir...
about 1 year ago in RAM Connection 0 Needs review

Trim flange widths for beam to column-web (BCW) connections to create added connection strength.

Problem: Beam to column-web connections (BCW) create dimensional conflicts between beam flange width, and the space between column flanges. This often occurs when the bolt lines project and beam flange lines project inside of the web space and wit...
about 1 year ago in RAM Connection 2 Needs review

Allow Parallel flange members to be used as columns across all types of connections.

Please consider allowing the use of Parallel flange members as columns in column-column and column-beam connections.
about 1 year ago in RAM Connection 2 Needs review

Allow adding stabilizer plates in single-plate shear connections

It is especially needed for copped beams to the web of W columns connections with extended end plates.
about 2 years ago in RAM Connection 0 Needs review

Remove the "Opposite beam exists" feature, or make it do something

There seems to be a small number of modules that actually use the "opposite beam exists" checkbox, however most don't seem to be impacted by it. For connections that don't use it, the option should either be removed, or the module should be update...
over 3 years ago in RAM Connection 1 Needs review

Allow defined Optimization parameters

A great feature would be if the user were able to select via checkboxes which parameters in the joint were included in the optimization or redesign feature. For example, for a shear connection, if I wanted to keep (5) 3/4" bolts, but I wanted the ...
over 3 years ago in RAM Connection 0 Needs review

Implementation of ACI 318-14 code in Concrete Design Code for Anchor Design

Implementation of ACI 318-14 code in concrete design for anchor design in Ram connection (In Design of Base Plate) due to client However, the software tool supports only for the code ACI 318-08 , ACI 318-11 and ACI 318-19 . Need STAAD Version whic...
17 days ago in RAM Connection 0 Needs review