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Hello, we define R and Space lovers, but I can't see an account report. In addition, even if we do not include purlin in the analysis model, it can be seen differently from other purlin definitions in the analysis system. Is there a difference whether to include it in the analysis model or not. It shows that it is overflowing, although it is quite sparsely placed. This obviously shows that under the 0.15 t/m2 snow and pavement load, it is spaced around 3m. The design doesn't seem safe to me, I would appreciate it if you could clarify it. Finally, does it make a check on the supports, for example, if 40x3mm upper head is used for the r purlin, is there a programmatic upper limit for the stresses occurring at the ends. Thank you in advance for your answers. Sent from my SM-N950F using Tapatalk