onrush
New member
- Aug 22, 2004
- 58
Dear member,
When we calculate the branch reinforcement as per ASME B31.3 para.304.3.3, L4 is defined as height of reinforcement zone outside of run pipe. And Fig 304.3 indicates that L4 is the height of limits of reinforcement zone.
My question is,
when we calculate the reinforcement area generated by fillet welds to be included in area A4, the fillet weld leg dimension to be used for area calculation should be within L4 height?
For example, fillet leg is 6.2 mm as per para.328.5.4 and L4 is 3.2 mm as per para.304.3.3. Then the fillet leg for calculation should be reduced considering L4?
I am so confused because some excel calculation sheets do not consider this, but others do.....
If we do not need to consider this, what is the background?
I guess that we should reduce the fillet leg for calculation when it is larger than L4 based on example H4 of appendix H (sample calculations for branch reinforcement) of ASME B31.3.
Please help me....
Thanks in advance...!
When we calculate the branch reinforcement as per ASME B31.3 para.304.3.3, L4 is defined as height of reinforcement zone outside of run pipe. And Fig 304.3 indicates that L4 is the height of limits of reinforcement zone.
My question is,
when we calculate the reinforcement area generated by fillet welds to be included in area A4, the fillet weld leg dimension to be used for area calculation should be within L4 height?
For example, fillet leg is 6.2 mm as per para.328.5.4 and L4 is 3.2 mm as per para.304.3.3. Then the fillet leg for calculation should be reduced considering L4?
I am so confused because some excel calculation sheets do not consider this, but others do.....
If we do not need to consider this, what is the background?
I guess that we should reduce the fillet leg for calculation when it is larger than L4 based on example H4 of appendix H (sample calculations for branch reinforcement) of ASME B31.3.
Please help me....
Thanks in advance...!