pipexp
Mechanical
- Feb 11, 2003
- 44
Dear experts,
I have a very special problem of routing a pipe of 32" size in over head pipe. The problem is associated with routing of the pipe in an existing complex. There I can not make platform/rack and therefore, I have to put local supports based on stress analysis.
The contractor involved suggested to drop the pipe vertically with a 90 degree bend at perticular location to clear from clashing with a existing structure but I suggested to roll the pipe in a vertical plan for about 10 meter of horizontal distance and 5 meter vertical distance.
In any case both system pass stress analysis by Ceasr-II software.
The contractor involved informed that considering complete life cycle of the plant the rolling I suggested is not advisable as this may lead to vibration related issue.
Can any body suggest me which option is better? Because the option I suggested allow me to have BOP at much higher elevation.
Can any body suggest codes and practice with respect to supporting of a piping system.
I have a very special problem of routing a pipe of 32" size in over head pipe. The problem is associated with routing of the pipe in an existing complex. There I can not make platform/rack and therefore, I have to put local supports based on stress analysis.
The contractor involved suggested to drop the pipe vertically with a 90 degree bend at perticular location to clear from clashing with a existing structure but I suggested to roll the pipe in a vertical plan for about 10 meter of horizontal distance and 5 meter vertical distance.
In any case both system pass stress analysis by Ceasr-II software.
The contractor involved informed that considering complete life cycle of the plant the rolling I suggested is not advisable as this may lead to vibration related issue.
Can any body suggest me which option is better? Because the option I suggested allow me to have BOP at much higher elevation.
Can any body suggest codes and practice with respect to supporting of a piping system.