SW6 calculation tube sheet
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When I use SW6 to calculate the tube sheet thickness, it shows that the flange torque is 0. What is the reason for this? I’ve entered all my flange parameters!
Is it because the tube sheet is not used as a flange?
I also did the calculations; I turned off the original one, then opened another one and entered the same data, and then calculations were possible again. Pirated versions are really unstable :funk:
Was the material delivered? Either the order is wrong! I also just started getting into it recently! Learn together*
It happens not only with pirated versions, but also with legitimate ones; sometimes just recalculating solves the problem.
For structures where the tube sheet also serves as a flange, if the strength check of the flange connection bolts of the paired tube box flanges fails, it will be impossible to perform stress calculations for the tube sheet; the program will indicate that \"the flange torque coefficient is 0\" during such stress calculations”
I’ve learned it, and I’m also planning to carry out calculations in this area.
For structures where the tube sheet also serves as a flange, the flange must be calculated first; after that, the tube sheet can be calculated!
As mentioned on floor 9, there is a sequence to it.
Hasn’t the elastic modulus of the flange been determined yet? Calculate the flange first, and then enter the data for the tube sheet
I need to calculate it first; I usually enter the values and then perform the calculation to avoid such situations