RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.

Currently, if the user sets up wall designs in Ram Concrete Wall, updating the cracked factor in RAM Modeler deletes all Concrete Wall groups/section cuts/rebar assignments/etc stating that "the geometry of the wall was updated." This gets extreme...

Add a Progressive Collapse Module to RAM SS

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

Floorvibe version 3.1 utilizes analysis procedures in the 2nd Edition of AISC Design Guide 11, while version 3.0 is based on the 1st Edition. Calculations based on the 1st edition tend to underpredict vibration for walker paces less than 100 steps...