Brian Tan

Ram Frame - Loads - Gravity Loads... is good for this.

We don't have any ability to change the section of a single beam in RAM SS. You will need to model 2 beams (in a valid framing configuration such as a cantilever and drop-span). See also: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki…

Sure, back in Ram Manager - Post Processing - Dxf...

If the column is lateral, but pinned, then it won't attract any lateral shears.

You can make the wall out of plane bending cracked factor small. Just don't do this if you are designing tilt-up walls with out of plane pressure loads.

Look in the Design Warnings tab of the View/Update dialog for some warning that might trigger the Fail. No, we don't have the latest Australian code yet.

Correct.

The log is in another dialog called Status (behind this one probably), that you can review or copy.

View - Resolution - Low. I think it you look in the most obvious menu you'll find what you are looking for most of the time.

This affects the direction of wind pressure loads. Refer to: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/43272/ram-structural-system-tilt-up-workflow

If it’s Really not there then the model data report in Ram Frame. On Jul 22, 2020, at 5:44 PM, Brian Tan <bounce-7add333a-aad3-4e04-9bc3-aac94415d680@communities.bentley.com> wrote:  <Bentley_5F00_Communities_5F00_RGB_5F00_Stacked_5F00_244x88…

You can use the SQL report which is my preference, see: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/32981/appendix-b-ram-structural-system-data-available-through-sqlite---technology-preview Or you can export…

In the Ram Frame analysis wall out of plane fixity is set in Criteria - General. For Ram Concrete analysis it's always considered fixed.

Refer to this wiki for details on the various analysis types in RAM SS. https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6513/ram-ss---analysis-types-tn If the slab is two-way, then only FEM methods apply, however…

If the slab that supports the wall is 2-way it is OK for the wall to be off of the beam. See: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3262/ramss-two-way-decks-tn and https://communities.bentley.com/products…