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Generating Moving Loads

Ability to generate moving loads in RAM Elements similar to STAAD.Pro.
about 1 year ago in RAM Elements 0 Needs review

Steel frame vibration check based on finite element analysis

RAM Steel does the vibration check based on FloorVibe. However, with complex geometry finite element basis on design guide 11 is required to check vibrations. Other programs like ETABS, Robot Autodesk or Tekla does these calculations. Please have...
5 months ago in RAM Elements 0 Needs review

Circular column Base plate triangular stiffner

No description provided
about 1 month ago in RAM Connection 0 Needs review

Circular Column Base plate Stiffner

No description provided
about 1 month ago in RAM Connection 0 Needs review

Unbalanced Snow Loads

I would love to see expanded snow loading capabilities that let you apply different load distributions that are enveloped for design. Specifically for gable roof structures, ASCE 7 requires that you apply a "balanced" load (uniform across the whol...
8 months ago in RAM Structural System 1 Future consideration

DataAccess for Nodal Loads

We need a way to access and edit nodal loads through data access. It is painful having to manually define and assign all the point loads through the modeler elevation view. Could we at least assign them in frame? Instead of assigning point loads t...
12 months ago in RAM Structural System 1 Future consideration

Adding continuous footing design option to CMU or concrete wall design shells

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...
4 months ago in RAM Elements 0 Needs review

WT stem down directly bolted to the gusset

No description provided
4 months ago in RAM Connection 0 Needs review

Early Age Strength Checks for Temporary Loading during Construction

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 ...
4 months ago in RAM Concept 0 Future consideration

Lateral Drift Load Combinations for Wind

There seems to be a fundamental problem with lateral drift for wind in RAM Frame. Currently, accounting for lateral drift in accordance with ASCE 7, Appendix CC "Serviceability Considerations" requires some juggling. To follow this procedure, one ...
5 months ago in RAM Structural System 2 Future consideration