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Showing 291 of 291

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...
about 1 year ago in RAM Structural System 2 Will not implement

Add a component to design for the integrity reinforcement as per AS3600:2018

Please add a feature to design integrity reinforcement as per AS3600:2018.
about 1 year ago in RAM Concept 2 Future consideration

Edit section properties without modifying its measurements

To model masonry walls using the wide column method, it is necessary to place properties of the transformed section, hence the need to be able to edit the properties of the section without having to change its measurements.
over 1 year ago in RAM Elements 0 Needs review

Have a way to create custom Shapes and Materials in STAAD Built-in

There doesn't seem to be a way (at least not obvious) to add custom shapes and materials in the STAAD built-in Ram Connection. So if you have a custom connection like this then you must use the stand-alone. This is frustrating when you are using s...
almost 3 years ago in RAM Connection 0 Already exists

Allow user to see controlling limit state without opening the detailed report.

We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...
over 1 year ago in RAM Connection 2 Needs review

Select members by line intersect command

No description provided
over 2 years ago in RAM Elements 3 Already exists

Wall Design - too many redundant design warnings

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...
about 1 year ago in RAM Structural System 0 Needs review

Concrete Column Slenderness Check to ACI 318

When the bottom of the Column is a foundation and user elects to use Col forces from RAM Concept whereby no Concept forces/moments and therefore RSS will use RAM Conc Analysis(for Col bottom forces and those moments are always negative), for a lac...
almost 2 years ago in RAM Structural System 0 Needs review

Click and hold mouse wheel to drag and pan model like in Bluebeam, ETABS, SAP, RISA, or Autodesk.

It would be useful so that we can accurately navigate the model. It is a real pain to navigate RAM as it is and it is much easier in competitors programs. Right now you click and hold the mouse wheel to navigate left and right but it is difficult ...
almost 3 years ago in RAM Structural System 2 Future consideration

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...
about 1 year ago in RAM Connection 0 Needs review