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.

CON SUS DISEÑO DE ACEROS Y ESTRIBOS, SUS DIAGRAMAS DE INTERACCION. A COMO LO HACE PARA COLUMNAS CUADRADAS,RECTANGUALES CIRCULARES O REDONDAS. FAVOR REVISAR LA PARTE DEL DIAGRAMA DE INTERACCION, NO DA LO ESFURZOS EN LA SECCION, DA UN ERROR.

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...

Weld group only calculates fillet welds. Seems like a simple addition to check partial penetration groove, flare bevel, and other welds.

Add tapered beam and column design for design and/or evaluation of Pre-Engineered Metal Buildings. The MBMA design procedures would need to be added to RAM Elements.

Add a feature to allow the mass from elements to be associated with other multiple diaphragms on the same level.