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Wood shear wall - Lateral Load only

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rn14

Structural
Joined
Aug 30, 2006
Messages
79
Location
US
I have a case where we have a steel frame and need to use wood shearwalls for the lateral load. Is is possible to stop the wood wall from taking vertical load from the steel beam above? Do I have to do something like add a bunch of shear only links to connect the wall to the beam?
 
It is possible, but why? can't you design it to take the vertical load as well?
 
Another alternative is to just model in a "gap" between the beam and the wall, then connect it only at the ends. Either way could work. I just think this way would be simpler to model.
 
Jay, it isn't out of the question.

Josh, I had thought about that. So would you just copy the node at the top of the last 2 columns down and inch or two and connect your wall panel there?
 
I think the best way is to turn off the physical member property of the beams with walls below. Seems to act as expected.
 
Yes, unchecking the physical member flag is an excellent solution as well. Probably the most elegant solution actually.
 
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