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600' metal deck roof cracking exterior cmu walls - exansion joint spacing rules of thumb?
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- Subject: 600' metal deck roof cracking exterior cmu walls - exansion joint spacing rules of thumb?
- From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
- Date: Tue, 3 Jul 2001 09:27:49 -0800
I am dealing with a new permit with a metal deck roof that is expanding thermally causing exterior cmu walls at the ends of the building to be pushed outward and crack. What are there some rule of thumb for expansion joint size and spacing for metal roof deck? Scott M Haan P.E. Plan Review Engineer Building Safety Division http://www.muni.org/building Development Services Department Municipality of Anchorage phone:907-343-8183 fax:907-249-7399 mailto:haansm(--nospam--at)ci.anchorage.ak.us ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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