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stair stringer to wall connection

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structSU10

Structural
Mar 3, 2011
1,062
See attached image of the detail. I am wondering what some thoughts are here. I analyzed this as an expansion bolt with standoff in Hilti and found it to have half the capacity of a flush bolt. Does the pipe sleeve help the situation much more? I can only imagine it helps modestly, possibly reducing the induced moment from standoff slightly, but maybe there is an additional tension on the bolt?
 
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Maybe you can eliminate the stand off all together. Have a bracket fabricated that can be bolted directly the the wall then the stringer can be bolted to the bracket.
 
Thats the way I am leaning, but some of the stair has already been constructed this way due to interference with doors.
 
What you need is solid steel packing welded to the channel web between the channel web and the concrete with a hole drilled just big enough to receive the anchor. Then, I believe, you would get full benefit for the Hilti expansion bolt.

BA
 
I agree with BA. You could also weld a clip angle to the bottom of the stringer and bolt that to the wall.
 
Stair stringers usually span between floors and landings. Why is it connected to the wall in this manner?
 
This is the connection at the landing - they are using two expansion bolts in the fashion at each end of the stringer at the landings.
 
In that case, I would do as ExcelEngineering suggested. Provide support under the landing rather than rely on the bending of these bolts.
 
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