strucbells
Structural
- Mar 25, 2020
- 173
I am a structural engineer that recently started doing some pipe support design for some wastewater treatment plant projects with above ground ductile iron piping.
What is the appropriate design value for ductile iron piping under ASCE 7-16 Chapter 13 for seismic response factor (Rp)? Generally I have used Rp = 3 for "Piping and tubing constructed of low-deformability materials, such as cast iron, glass, and nonductile plastics" as it mentions cast iron piping. However, I am wondering if this has been overly conservative and that Rp = 4.5 or even Rp = 6.0 would be more appropriate because of the inherent superior ductility of ductile iron pipe compared to cast iron piping.
As a separate question, if the DI pipe is glass-lined, does that affect the Rp factor selection, or would that be addressed separately through tight deflection limits?
I have reviewed the DIPRA brochures and contacted them about this earlier today, but didn't get a clear response. Their engineer said they were unfamiliar with ASCE7 (!).
Thanks!
What is the appropriate design value for ductile iron piping under ASCE 7-16 Chapter 13 for seismic response factor (Rp)? Generally I have used Rp = 3 for "Piping and tubing constructed of low-deformability materials, such as cast iron, glass, and nonductile plastics" as it mentions cast iron piping. However, I am wondering if this has been overly conservative and that Rp = 4.5 or even Rp = 6.0 would be more appropriate because of the inherent superior ductility of ductile iron pipe compared to cast iron piping.
As a separate question, if the DI pipe is glass-lined, does that affect the Rp factor selection, or would that be addressed separately through tight deflection limits?
I have reviewed the DIPRA brochures and contacted them about this earlier today, but didn't get a clear response. Their engineer said they were unfamiliar with ASCE7 (!).
Thanks!