Add a Tapered Column and Beam design options to all of RAM SS modules

Add torsional design to concrete columns to meet ACI requirements for seismic design.

As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...

RAM wind load currently gets applied taking the trib height as half the difference between the two levels. It would be tremendously useful if there was an option to modify the trib height, thereby playing with full height or partial height exposur...

The ability to cancel last point when drawing an area load, deck assignment or mat foundation like you can in RAM Concept. It's especially frustrating when drawing a mat foundation and you accidentally click the wrong point and have to start over ...

RAM connection is not having an option to design the thru bolt connection - baseplate is connected to the concrete with thru bolt. Instead of post anchor and preinstalled anchors, sometimes it is needed to use thru bolt connection. Please find the...

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.

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...

I tried to find the sets of command using the API to extract data from the Audit Cross section, I believe it would be very great if this feature is available in Ram Concept if not already.