In Ram columns, Be able to change shear links spacings
In Ram concrete columns, there is often an error in the design of the columns which is due to the spacing of shear links whereas it is impossible to change the spacing manually, thus making all the columns design failing due to a shear links spaci...
Wind loads tributary to "ground" are not applied even if there are stories below ground. Please add an option to allow the user to apply these currently neglected loads to the structure.
RAM SS- Axial Design Check for Braced Frame/Collector Beams
Adding an axial design check for beams or collectors to a braced frame lateral frame system. In particularly for rigid diaphragms these forces are not applied to horizontal members and require separate hand checks or analysis in another program. T...
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 ...
Import DWG drawings to be used as a reference layout in RSS, similar to what you do in Ram Concept.
When you are defining a floor in RSS, it would be very useful to be able to import drawings in DWG formats to be used as a template or reference file to define the floor data. You can do this in Ram Concept.; why not in RSS?
Generation of Wind Load for non-regular building shapes (e.g., C, L, and U shaped floor plates)
We don't see many rectangular structures these days. Would be great if RAM Frame could generate wind loads for non-regular building shapes (e.g., "C", "L", & "U" shaped floor plates). This would be a time-saver having not to hand calculate and...