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Wall out of plane[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc <seaint(--nospam--at)seaint.org>
- Subject: Wall out of plane
- From: "Mark D. Baker" <shake4bake(--nospam--at)earthlink.net>
- Date: Tue, 09 Mar 1999 06:31:22 -0800
I feel foolish posting a question regarding 94 UBC while the hot topic lately seems to be the 97 UBC, however.... Regarding wall out of plane loads: I have a shed roof which frames into a cmu wall at wall mid-height. I do not intend to make the wf columns supporting shed roof at outer edge stiff enough to brace the cmu wall for out of plane loads. Instead, the cmu wall will be loaded by the shed roof. Question: Who would apply .3W to both the wall and roof for out of plane loading as opposed to .3W for wall & .183W for roof and what is your justification for doing it either way. Thanks in advance, Mark
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