Similar to having handles on area loads, the ability to graphically move line (and point) loads would be really really helpful.

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. ...

Models with large quantities of sideplate connections exhibit huge delays when changing between operations (show member info, view update, assignments, etc.). This extends to the concrete module which has nothing to do with steel. This issue has p...

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.

Please add a feature to design integrity reinforcement as per AS3600:2018.

As off now, RAM ignores the drop panel/thickening added locally when checking for punching shear.

Within the concrete column view update, the following improvements to be implemented - Display the story name (i.e. PH Roof) instead of just story number, including the size. The ability to change the size and even define new sizes (e.g. 18x36, 18...

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...