There should be options for checking gravity beams/columns for multiple load combinations. Having to select whether snow or live loads are to be used is a bit 1980's era softwaresk. Additionally, it would be beneficial to be allowed to apply wind ...

When viewing wall stresses in RAM Frame, I would like the ability to set the lower bound above 0. This allows me to set a pass/fail stress test. For example, if I’m interested in 0.163 ksi (which I am), I want to set the upper AND lower bound to 0...

Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.

99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...

Currently, there is no way to design a gusset base plate connection if the column base has braces coming into it from 2 different planes. You can't even assign 2 separate connections, one for each plane, like you can at CBB joints.

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...

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.

Adding tendons shop drawing chairs (each 1m or any distance specified by the user) will be very effective and useful for users and for bentley, all other softwares for PT design have now tendons shop drawing this will make a big disadvantage for r...

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.