alienitmeca
Mechanical
- Feb 20, 2014
- 85
Hello,
i am asking this questions for reference only:
when designing a compression ring, these factors must be calculated: Q (total circomferential force) and Ac (the net area to resist the compression fore):
QUESTION:
-in the case of finding Ac much bigger for than the participating area of roof and shell, which mean a big area to add in order to resist the compression force (say 50 square inche for example), what mesure should be taken ?
- in the case of having a positive compressive force Q, which mean the Q is acting as tensil force, should an area be added in order to resist against this force as well ?
looking forward to receiving your reply:
thank you in advance
i am asking this questions for reference only:
when designing a compression ring, these factors must be calculated: Q (total circomferential force) and Ac (the net area to resist the compression fore):
QUESTION:
-in the case of finding Ac much bigger for than the participating area of roof and shell, which mean a big area to add in order to resist the compression force (say 50 square inche for example), what mesure should be taken ?
- in the case of having a positive compressive force Q, which mean the Q is acting as tensil force, should an area be added in order to resist against this force as well ?
looking forward to receiving your reply:
thank you in advance