Sadi Özsaraç
New Member
Hello dear colleagues, I just started using idecad. In a factory build, I'm running into problems with Lovers. Roof slope 30%, 16.7 degrees. I chose the cold rolled C profile (25cm high, 9.7cm wide, 3mm thick) as purlin section. It does not save many lovers in terms of strength and deflection. When calculating the deflection manually with the G+ 0.5S combination, or when calculating with a different program, there is no problem with the purlins. For example, when I try the Ipe200 profile with a different program, there is no problem again. But there are still sections that do not save in terms of strength and deflection in İdecad. Could I be wrong in describing lovers? For example, the coefficient K appears to be 2. Shouldn't it be 1 in lover links? I wasn't sure if the program was calculating correctly. I would be glad if you help. I wish you a good day. Since the file size is large, I have uploaded the file to the link below.
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