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Hello everyone,
I was perusing the 2012 IPC this morning and came to section 305.3 "Pipes through foundation walls" when I found the term "relieving arch" mentioned. For the past hour I've been searching google for a technical definition of a relieving arch and I haven't found anything that satisfied my curiosity. Would a the structural engineer of record define what a "relieving arch" is or are there some accepted parameters for this?
Thanks in advance for any help.
I was perusing the 2012 IPC this morning and came to section 305.3 "Pipes through foundation walls" when I found the term "relieving arch" mentioned. For the past hour I've been searching google for a technical definition of a relieving arch and I haven't found anything that satisfied my curiosity. Would a the structural engineer of record define what a "relieving arch" is or are there some accepted parameters for this?
Thanks in advance for any help.