Referring to Fig. R17.7.2.1a & Fig. R17.11.3.1 from ACI318-19 (refer attached sketch), these are the two similar concrete breakout failures one in case of Anchor bolts (case 1) and other for shear lug (case 2). In both cases, concrete breakout...

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

Some reports are long and take a while to load. It would be nice to have the ability to terminate the report loading/printing process.

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...

Have the ability to increase the width of all columns by stretching the last column. See screenshot below: /resized-image/__size/1280x960/__key/telligent-ideas/24b28c05-0a6c-4f6b-8b50-e3107bd6bdc4/RAM-Elmements-_2D00_-GUI-_2D00_-Stretch-Columns.jpg

It will be great if we can make any window float and then attach back to the program just like in AutoCAD

Hi, I justa want to request to add an option for Angle Bar columns for Ram Connection. Angle bar columns are normally used for communication towers, either 3-legged or 4-legged. Regards,Nicolas