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

All ideas

Showing 213 of 213

Run code check once for both reports and screen display

In RAM Frame Steel Standard Provisions, if I want a code check report and interaction colors on the screen, I have to run the code check twice. I would like to be able to generate the report and activate view/update with interaction colors with a ...
10 days ago in RAM Structural System 0 Needs review

Data Access for Nodal Loads

We need a way to access and edit nodal loads through data access. It is painful having to manually define and assign all the point loads through the modeler elevation view. Could we at least assign them in frame? Instead of assigning point loads t...
3 months ago in RAM Structural System 1 Future consideration

sideplate slows down transitions

Models with large quantities of sideplate connections exhibit huge delays when changing between operations (show member info, view update, assignments, etc.). This extends to the concrete module which has nothing to do with steel. This issue has p...
13 days ago in RAM Structural System 0 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 ...
28 days ago in RAM Connection 0 Needs review

ignore minor out of plane shear stress

RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.
about 2 months ago in RAM Structural System 0 Needs review

Apply Lateral Point(Nodal)/Line Loads Logically

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...
about 2 months ago in RAM Structural System 0 Needs review

Bring RAM SS into the 21st century

It's now 2024, many if not all of the requests in this forum have been open requests for YEARS and in some cases over a DECADE. Why is this program not being updated other than for new code requirements? Wind uplift still has not been implemented ...
8 months ago in RAM Structural System 1 Needs review

Change the way data is exported to CSV/Excel format

Currently when the user exports data to CSV, it's basically a text version of the pdf data output. The organization of data is difficult to post-process because the data has page headers based on load cases and combinations (among other items). At...
20 days ago in RAM Structural System 2 Needs review

Allow user assigned steel beam camber

As part of user assigned beam sizing, occasionally would like to override the default camber value reported.
about 2 years ago in RAM Structural System 0 Needs review

Retaining Wall Module - Add Wall-soil friction angle for passive soils

It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...
2 months ago in RAM Elements 0 Needs review