I’m asking all the brothers and sisters for help
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With the take over arranged in this way, it’s not clear how to calculate the specific load. The vertical distance is 490, and the distance from the ground is 160. For straight sections, the distance to the blind plate is 360; for curved sections, it is 700. There is only one reinforcing plate in the middle. The pressure is 1.6 MPA, and the flange size is DN50
Uh, the problem description isn’t very clear. Is it a rectangular container? Are you asking about the calculation for reinforcing openings during takeover? Or the stress on the piping?
Yes, it’s a plate heat exchanger, fully welded; there are no blind plates or openings used for reinforcement. The load on the connections is taken into account, and there is only one flat steel bar providing support between the two connections. The maximum flow rate is 22 cubic meters per hour
How should I calculate this load?
I really don’t understand what you mean. If it is an external load applied to the pipeline, such as the dynamic load from pumps, the thermal stress load resulting from temperature differences, or the pipe stress loads associated with pipeline tension, these need to be determined by pipeline specialists through stress calculations for the pipelines. Based solely on your current description, it’s not clear what load you want to calculate