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Most likely we will design it as a pressure vessel. Thank you for your replies

Dear Experts, I'm designing a pig launcher according to ASME B31.8 which the conical section is not standard and B31.8 don't address any calculations for this component. So, how thickness will be calculated?

Thank you very much jte and SnTMan for your help Regards

Thank you SnTMan for your prompt response, i know that insert plate are butt-welded. But what i m asking about is not the integral nozzle configuration, i'm talking about the calculation of the thickness of this insert plate. how it will be calculated?? it's like the reinforcing plate...

Dear Experts, I'm designing a pressure vessel (U stamp) that contains insert plate instead of reinforcing pads. It is my first time that I use this kind of reinforcement. My inquiry is about the method of mounting on the pressure vessel and which method of design shall i follow? Thanks in...

We have proposed to our client to change the structure from external to internal, but he have a corrosion problem and he want an external structure. I couldn't find the right way to erect this tank [sad] Really is a nightmare

Thanks for all your prompt responses :)

concerning the option 2, pre-fab panel can be rectangular shape?

thank uou Duwe6, but how they can erect plate and rafters on the shell. the plate will be under the rafters ( i have external roof structure). which method will be applied?

Dear Experts, I'm designing a storage tank with the following conditions: DI: 33 m H: 12 m Roof type: cone structure type: External Rafters My question is about the erection procedure of roof plates (rectangular shape) and the roof structure. what's the method of erection?? Thanks in advance...