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...

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.

In this version, each joints are designed after they are selected as per each type but too many case should be designed manually. Interface of RAM is great but it takes much time to input all the data of joints. Suggested as below; 1. Joint grou...

Add a Progressive Collapse Module to RAM SS

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...

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...