rumandcola
Mechanical
- Apr 6, 2009
- 47
Under ASME section VIII division 1 the calculations use factor of safety that is based on the minimum of tensile strength/3.5 or yield strength * 2/3. When performing a proof test according to UG-101 the burst pressure is divided by 4. My question is why the difference in safety factors? Is this something left over from the pre '99 code addenda or are they trying to maintain an additional factor of safety on parts of greater complexity.