Add wind uplift load cases to RAM Frame.

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...

The ability to flag a member as a wind girt so wind loading is applied to the member if a diaphragm is not present.

When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...

In RAM Modeler, the Layout>Slab>Slab Penetration Layout dialog box is not adjustable - it would be beneficial to be able to make this view different sizes when you work on a project with a large amount of slab penetrations. For example the a...

There is only an option of inserting cantilever length or provide X or Y intercept for beam extension. It would be useful to have an option of selecting an end point like stubs.

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.

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.

When using the RAM Concept module within RAM Structural System, the program forces you to use the default layers and settings in RAM Concept. However, if you have a heavily customized template for Concept, there's no way to apply it to the level e...

Similar to RAMS beam, I'd like an option to globally or individually turn off the bottom flange bracing of beams framing into a support member in the Gravity module. This is somewhat taken care of in the lateral frame module, where you can assign ...