I'm designing Column pinned base plate in RAM connection. I'm checking for the existing base plate for new loads (Adequacy Check). In the result Failure is due to Flexural Yielding (Tension Interface) [Refer Attached File], I cannot change the base…

Hello Team, In RAM connection stand alone as well as the in-built connection design tab of STAAD Pro, the interaction check of anchors in base plate design considers maximum demands which are from different load combinations. Should the interaction…

I am designing a gusset base plate for W-section column with WT-bracings on both major and minor axis of column in RAM Connection Standalone. I selected the CB-Column base with two braces template. (left and right braces) How do I change the bracing pattern…

hi communities, I have 2 questions that I hope that you can help me The first one is if in the program you can place another type of weld that is not fillet (example in a base plate), and the second would be on a base plate, try to put brackets to…

Hello, I´m trying to perform the Analysis and Design of a Base Plate. Said Base Plate is being Designed to support an L-Shaped Column, however, RAM Connection is not capable of accepting an L-Shape as a Column as it doesn´t meet the requeriments of a…

Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…