TXTank
Mechanical
- Dec 5, 2014
- 14
Addendum 1, which came out this September, updated section S.3.6.6 so that the old M.6 requirement to modify according to temperature the yield stress used in calculating the unstiffened shell height for stainless steels is no longer required. Section X.3.7.2 (duplex steels) was updated to include modifying the Modulus of Elasticity, but left in the requirement to modify yield stress. Did the API make a mistake in removing the M.6 requirement from S.3.6.6? It doesn't seem right to keep it for carbon and duplex steels, but take it out for stainless.