NITTANYRAY
Structural
- Nov 6, 2007
- 64
Thread 507-441956 and 725-244744 ask why and if weep holes are required in tube members. A lot of people gave their opinion and some were correct but no one in either thread gave any references to back up their opinions. Basically both threads are now closed and no real information was given in either thread but one or both of these threads comes up if you goggle the question. I don't know who decides to close a thread but it might be helpful to any one looking for information to keep a thread open until a credible answer is given. For some reason this forum is usually placed higher than more credible sources on Goggle. The correct answer for the question on weep holes can be found in the AISC specifications. AISC 360-16 “Specification for Structural Steel Buildings” Section M2.10. It states, “Drain Holes – When water can collect inside HSS or box members, either during construction or during service, the member shall be sealed, provided with a drain hole at the base, or otherwise protected from water infiltration. Members to be galvanized shall be designed, detailed and fabricated to provide for flow and drainage of pickling fluids and zinc and to prevent pressure buildup in enclosed parts."