Hi All,
I´ve have a big doubt respect of which Load Combos (section 5.2.2) applies in the design of roof structure; according "5.10.2.1 General" in Roofs section, the design of roof and structure shall consider "5.2.2 a, b, c, e, f, g" load combos, but for example combinations 'a' and 'b' have...
Hello All
In Api 650 tanks, compression ring must be designed according to figures F-2. Details 'i' and 'j' clearly states that pieces conforming the compression bar has to be joined with butt welds; details 'a' through 'h' and 'k' in change do not indicate the same. It is supposed to be that...
Hello there,
Is it possible to have as a result on calculating the anchorage ratio as a negative value, according API 650/620 J<054 but in my calculations I obtain -6.57... because of the parameter "-Wint", by the way my design pressure is 4.3 psig,
