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Re: Lateral forces through deflection track

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A Simpson S/HTC4 will give you 390 plf in-plane shear transfer.  If you shear is higher that that, I would second the thought about making the stud wall bearing.  The other benefit to that is, in the future, the building owner would probably think twice about taking out a bearing wall.  To anyone other than the original design engineer, a non-bearing wall = removable partition.

On 7/31/06, Drew Morris <dmorris(--nospam--at)> wrote:
I have a project that has glulam beams and wood I-joists supported by
HSS columns.  There is a metal stud curtain wall that is also the
lateral system (wood sheathing with steel studs).  Generally we put a
deflection track or slip connection in so the deflection of the beam
does not load the curtain walls.  However, in this case I need to
transfer lateral loads from the floor parallel to the wall into the
wall.  One option is to make the steel stud wall a bearing wall and
transfer the lateral loads directly.  Does anyone know of  a product
that will allow vertical slip but be rigid or strong enough to transfer
loads laterally?

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eli s. grassley, p.e.