Pdallas
Civil/Environmental
- Apr 30, 2001
- 2
I am looking for assistance in C900 PVC pipes. I have done a pressure pipe design for the conveyance of water (max. operating pressure is 160 psi). I shall be using C900 PVC as requested by the appropriate county.
My question is : The 4'' pipe is to be suspended from beams within a building, therefore there is no means of thrust restraint at the bends and/or fittings. In order to accommodate these forces, the pipe needs to be FULLY restrained at ALL joints and such fittings. What is the best method for fully restraining these afore mentioned areas in C900 PVC?
Thank you for your time.
My question is : The 4'' pipe is to be suspended from beams within a building, therefore there is no means of thrust restraint at the bends and/or fittings. In order to accommodate these forces, the pipe needs to be FULLY restrained at ALL joints and such fittings. What is the best method for fully restraining these afore mentioned areas in C900 PVC?
Thank you for your time.