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Add NDS Design for SCL Members

Currently, the program seems to only design per NDS provisions for solid-sawn lumber and glulam. It would be beneficial to add the ability to analyze and design LVL, PSL, and other structural composite lumber types. The provisions are very similar...
over 1 year ago in RAM Elements 2 Needs review

User Customizable Cp Leeward Value

Allow for users to specify/override the Cp Leeward value in ASCE 7 wind generation to account for buildings built as additions to existing structures or allow for future additions to the current model. Current wind generation is unconservative in ...
over 1 year ago in RAM Structural System 2 Future consideration

Edit section properties without modifying its measurements

To model masonry walls using the wide column method, it is necessary to place properties of the transformed section, hence the need to be able to edit the properties of the section without having to change its measurements.
over 1 year ago in RAM Elements 0 Needs review

Allow user to see controlling limit state without opening the detailed report.

We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...
over 1 year ago in RAM Connection 2 Needs review

Column Transfer Base Plate Condition

It would be helpful to have a column/post to beam connection, basically the inverse of the column cap connection. Also be able to use round sections in this and the column cap connection type
about 2 years ago in RAM Connection 3 Future consideration

Update analysis and design engine

Elements needs an analysis overhaul. I have a model with less than 1000 frame members and 200 load combinations. Several cases have imposed displacements and Elements mandates a P-Delta analysis for this situation. It takes 10 minutes to analyze a...
11 months ago in RAM Elements 0 Needs review

Concrete Column Slenderness Check to ACI 318

When the bottom of the Column is a foundation and user elects to use Col forces from RAM Concept whereby no Concept forces/moments and therefore RSS will use RAM Conc Analysis(for Col bottom forces and those moments are always negative), for a lac...
over 1 year ago in RAM Structural System 0 Needs review

consider a moving load like parking as a lane with vehicle.

No description provided
over 1 year ago in RAM Concept 0 Future consideration

Point Loads in-between supports of tilit-up wall (module)

The ability in the tilit-up module to apply concentrated (vertical and out-of-plane) loads at locations in-between supports of the walls.
11 months ago in RAM Elements 0 Needs review

RAM needs to calculate embodied carbon!

We are increasingly being asked to assess options on the basis of carbon intensity. It would save many engineers lots of time if RAM SS & RAM Concept had the capability of calculating embodied carbon. It is a very simple addition - it could be...
almost 3 years ago in RAM Structural System 1 Future consideration