adam08285
Mechanical
- Jun 17, 2015
- 4
Guys,
![[peace] [peace] [peace]](/data/assets/smilies/peace.gif)
According to MSS SP 69,
"If horizontal pipe movement results in a vertical angle of the hanger rod greater than 4 degrees, common practise is to either offset the pipe attachment or structural attachment by the amount of anticipated rod swing or provide a traveling device for horizontal movement. In special cases, vertical angles greater than 4 degrees may be used provided the resulting horizontal force and vertical deflection are considered in the piping and support design. "
From above requirement, the maximum degree angle should be only 4 degree.
My questions is as follows:
1) If we had applied attachment offset but the vertical angle is still greater than 4, is it still acceptable?
2) In special cases, can anybody explain what we are going to do with horizontal force and vertical deflection in piping and support design if angle is greater than 4 degree?
Is it related to stress analysis?
![[peace] [peace] [peace]](/data/assets/smilies/peace.gif)
According to MSS SP 69,
"If horizontal pipe movement results in a vertical angle of the hanger rod greater than 4 degrees, common practise is to either offset the pipe attachment or structural attachment by the amount of anticipated rod swing or provide a traveling device for horizontal movement. In special cases, vertical angles greater than 4 degrees may be used provided the resulting horizontal force and vertical deflection are considered in the piping and support design. "
From above requirement, the maximum degree angle should be only 4 degree.
My questions is as follows:
1) If we had applied attachment offset but the vertical angle is still greater than 4, is it still acceptable?
2) In special cases, can anybody explain what we are going to do with horizontal force and vertical deflection in piping and support design if angle is greater than 4 degree?
Is it related to stress analysis?