Hi,
I'm having some issues with analysis result and design parameters in RAM elements.
1) In my model, I've applied load on a strong axis but the analysis result is showing a moment in both major and minor axis. I was expecting only moment in the major axis. Could there be any reason there is a minor axis moment when loads are only applied in one axis? Refer to the wind load case in the model.
2) On design parameter for AISI under bending for purlins and girts, the BypassR does not seem to be working correctly. I've included an User R factor of 0.7 and it does not seem to be reflected in the design report. I've checked and unchecked BypassR and it does not make a difference. Could you please help to verify if I'm using it correctly as intended?
I've included the model in this question. Thanks!
(Please visit the site to view this file)