Questions about calculating the thickness of the folded tapered head
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When using SW6 to calculate the thickness of the tapered head with flanges, it is clear that the small end calculation requires a thickness of 18.38mm. Why does it pass when I enter 10mm for verification? I calculated according to GB150 5.6.5 and it also requires a little more than 18. How do I understand this? Can anyone give me some advice?
The small end requires a reinforced section, the thickness of the reinforced section is not less than 19mm, and the length of the reinforced section is in accordance with GB150
Do you mean that SW6 only checks the thickness of the cone shell section, and you have to check by yourself whether the thickness of the small end, big end and transition section is qualified?