Good day,
Some questions about RAM Connection V11.
- is there a Canadian code design available or one coming in the future?
- is RAM connection able to speak with 3rd party programs such as Trimble's Tekla for geometry and design? If not, is this something that will be implemented in the future?
- why do geometry errors occur after an auto design (e.g. minimum edge distance too close ... does Auto Design attempt to optimize geometry or does it not take into account?)
- when I have a combined shear and moment connection (shear plate + flange plates), only the flange plate connection editor controls the overall cope parameters ... changing the cope parameters in the shear plate editor doesn't do anything to the beam. Am I missing something here?
Thanks,
Corneil