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...

much more stiffener plate type required for column baseplate joint calculation in RAM connection。

a. Integration with Revit (similar to RAM Structural System, see above). b. Integration with Hilti, Simpson, or Dewalt for base plate design modules (see RAM Elements above). c. Adding in the ability to design non-standard steel connections woul...

a. Integration with RAM Concept (see above).b. Integration with Revit (similar to RAM Structural System, see above).c. Integrated base plate design through RAM Connection or directly within RAM Elements to Hilti, Simpson, or Dewalt design programs...

a. We have learned recently that this program does not perform a particular check regarding Post-Tensioned Slab-on-Grade design with expansive soils. The Phoenix structures team is currently looking into purchasing a license for a PTI Slab program...

a. Integration between RSS design modules and Revit modeling software                              &n...