Joist self weights are not included in the analysis by default due to varying manufacturer SWs, but you could allow us to specify a self weight in the beam module under the criteria/joists menu.

It would be nice if the integrated RAM Connection would allow a permanent override of brace angle on CBB and CVR connections. RAM SS designs to an analytical line at the top of the beams, and we design braced frame connections to the centerline. t...

Provide an option so that perpendicular footing loads are not applied to the continuous footing. I'm not sure I understand why the program does this in the first place. It seems like you are accounting for the load twice under the current rules.

Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...

When running schematic designs, I want to reset sizes when adding additional lateral frames. Currently, the only way to clear out sizes is to fence plan by plan. It would be much faster to do this by elevation.

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 ...

Add the Modeler Features "Set Show Options" and "Measure Distance" tools to all of the the other RAM SS Modules.

Provide a command to copy beam span reinforcing for beam span to adjacent Beam Line similar to the "Copy beam line to beam line." This is a "time saving" feature. This feature would need to "overlook" beam lentgh differeces.

It is common to set the primary steel effective depth "d" at one depth for all beams in one direction (ie, North / South). The used a different effective "d2" depth for the transverse beams reinforcing steel (ie, East / West) to pass below. This c...

It would be very useful to be able to input width and/or length of base plate dimensions. If width is input, length would be optimized or if length is input, width would be optimized, or if both dimensions were input it would do code checks based ...