Hello,
This is my first post, and thanks in advance for reading this topic.
In fact by reading in ASME sec 8 Div-I and the output reports received from vessels manufacturers from either compress software or PV elite, I can see some commons which I could make out, for example lets assume a vertical vessel with cylindrical shell, and 2:1 S.E. heads, with internal pressure = X, and atmospheric external pressure, standing on a skirt....
I do understand that for both heads, and for shell, we need to find thickness due to internal pressure.
allowable S is found from sec II , D , for applicable material.
then we need to check also against external pressure, by finding Pa after finding A then from corresponding chart getting B value.
wind load : found wind force , found moment at bottom of skirt and top of it (seam with shell), then just compared that with allowable stress of skirt compared to (M/pi*Ro2*t) … is that enough for wind ?
saw also that Bergman paper , found stress ratio ,,, but what is that really, but is that all for combined loads?
Iam quite confused with stresses and what stresses are enough for a hand calculation (required just for my understanding and to know what is going on)...
I can see that other combined loads are being checked, what stresses are required to be checked? is the allowable stress found from sec-II material tables different from other figures CS-2 for example... I guess reading a lot is confusing me.
would appreciate re-arranging my thoughts...
Thank you
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