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Shearwall with Window opening? 2

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StructuralEd

Structural
Oct 18, 2006
161
I generall design shearwalls having door and window openings as a series of shorter walls from opening to opening.

Is there a way to consider them full length with perforations?
If so, are there design references or suggested methods of analysis?
 
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Check out IBC2006: Section 2305.3.8 Shear Walls with Openings as a start. Section 2305.3.8.2 Perforated Shear Walls is what I generally use.
 
There is a popular approximate method for analyzing shear walls with openings. I read a paper recently that found that the method wasn't very accurate.
 
If your wall is more opening than wall, you may want to analyze as a rigid frame, not a wall. i do this where I have shear walls that have so many large openings that all that is left is a grid of beams and columns. So i run it as a rigid frame and come up with the reinforcing and deflections that way. Seems pretty reasonable to me.
 
Our situation is just an access hatch between normal stud spaces.
 
I believe the IBC has some provisions for perforated shear walls where you use the % of wall as openings rather than design each element around each opening as a separate pier.
 
What kind of shearwall...concrete, masonry, wood stud, metal stud?

BA
 
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