It would be very appropriate to include equations for demand/capacities in the report for things like sliding resistance, moment, shear, etc. For example, for sliding resistance, the passive equation, the cohesion equation, and the coefficient of ...

It would be excellent if the RAM Connection program had the option to export to Excel the report of the input data and results of the connection design.

Add rebar class to the API. This will help in developing interoperability plugins between RAM and BIM/CAD software.

Using the analysis results from FEM and wall end support node reactions of shells, it would be great to have the option to design continuous footings via the foundation module similar to the spread and combined footings design module, or via extra...

I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.

It is well documented that all slabs undergo a variety of loading combinations during construction when the concrete has not yet achieved its target design strength. In the UK this is commonly during the second and third weeks, following the slab ...

ASCE 7 (10, 16, and 22 versions) section 27.1.5 specifies a minimum wind load on the entire building projected area (see commentary). This should be applied as a separate load case. RAM Frame treats this as individual floors shall not receive less...

I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...