chris456s
Structural
- Feb 2, 2017
- 50
Notice how VIII.1 referes to BPVC II Table 1A for Allowable Stresses but BPVC VIII.2 refer to BPVC II table 5A. Many materials (like A-53 and P235) are listed in table 1A but not on Table 5A or on BPVC VIII.2 table 3-A.1....So, A-53 and P235 are suitable materials if you use methods in VIII.1 but not if you use methods in VIII.2....how does that make sense? What if there is a design that is ok using VIII.1 but you want to check it using FEA methods discussed VIII.2 Part 5, does it instantly fail because the materials are not listed for use on VIII.2 Table 3-A.1?