See attached files.

The ability in the tilit-up module to apply concentrated (vertical and out-of-plane) loads at locations in-between supports of the walls.

When the camber of a beam brings the deflection criteria within parameters, the option to turn off flagging them as failed in report would be greatly appreciated. In a large job with several repetitive floors with cambered beams, there can be hun...

We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.

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.

It is already widely used

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...