This will save time when checking typical base plate locations and identify when model/load changes affect the base plate acceptability.

Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.

Provide an option to connect elements for one level to the adjacent level other than columns

Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.

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.

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.

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...