Questions regarding tolerance specifications
Thread Content
The pressure specifications specify that the pressure in question is the highest pressure at the top of the container; so if the working pressure at the bottom of the container is greater than that at the top, could there be a problem with insufficient strength?
Agree with what was said on the 2nd floor; when calculating the actual thickness, it is done based on the calculated pressure~
The original poster can think about it: when the static pressure of the liquid column exceeds 5% of the design pressure, how would you approach this? There should be a logical principle behind this.
Yes, the calculation pressure should be taken into account; the thickness is calculated first and then rounded off, so it’s impossible for the strength to be insufficient
The working pressure at the bottom of the container is higher than that at the top; if it’s a liquid, there should be no problem, as it’s the pressure that matters here. For our container design, this applies only to situations involving gaseous states or a mixture of gas and liquid; the situation described by the original poster does not fall under the hazardous conditions specified in the container regulations.