Hi,
I am designing a tank and they give me the following data:
IBC 2009 and ASCE7-05, Ss = 1.20 g; S 1 = 0.50 g, EI = 1.25,
Occupation category III, site class D.
The multiplication factor of 1.8 should be applied above the resulting force for the equipment, structures, foundations and...
I have the following query:
According to ASME code the minimum thickness UG-16 (b) should be 0.0625. "But I want to know if the software has the option to change this minimum thickness ?. For example setting the software to consider a minimum thickness of 6 mm.
Hi, someone recommend me literature or examples of calculations to avoid buoyancy tank buried?. I am designing a jacketed pressure vessel with ASME code.
I read the link you indicate me and NACE MR0175 requirements for each valve in addition to indicate the conditions of service is clear. However even I doubt that replace one another is.
Maybe this requirement mistake or that my client does not apply if the NACE MR0103?
I have a question concerning the pressure-vacuum valves that are installed on tanks API 650. A customer is demanding that we must comply with NACE MR 0103 standard, but I'm asking and I indicate several vendors that do not provide these valves with this requirement .
DEA STORED tanks + water +...
