I would like a button that would clear ALL loads in ALL load cases from the selected nodes

Update clear cover to beams & columns in one go without selecting beams and columns individually multiple times. This task can be cumbersome, and I believe that getting the option to edit multiple column's information is a great idea to introd...

Output - Output - Design – Reinforced concrete – Members Concrete column module. But the Bentley team suggested checking the column design under the concrete column module. In this way, only the program gives detailed design reports. But it looks ...

Currently only the AISC 360– 2010 can be used with the design guide 25 1st edition for tapered member. It is necessary to have the option to use de DG 25 2ed for the AISC 2016 and 2022.

The interface between RAM elements and RAM Concept. I have modeled the complete structure in RAM elements. I have designed the isolated and combined footings. Unfortunately, RAM elements do not support the combined footing with 3 or more columns. ...

There is no feature to apply triangular soil pressure or snow drift on shell elements that exist in other programs. I like this feature to be added to RAM Elements. Also, please add a feature to reduce in plane and out of plate stiffness of shell ...

It would be great to have the ability to save shapes to the file instead of locally. It can be difficult to keep track of custom shapes used on past projects.

Many times during troubleshooting operations it would be extremely helpful in being able to see how Elements is calculating stress, etc. It would be a great enhancement to have the option to view and print the detailed calculations rather than jus...

Lateral loads on openings can only be distributed to the sides (X direction) which is appropriate for opening width less than the height. Many openings are linear with the width greater than the height. Can an option be added to distribute loads i...

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.