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Reinforced Concrete Wall Stiffner

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EJS23

Structural
Jan 5, 2010
8
Hi there has anyone designed a reinforced concrete wall stiffner for masonry walls ? I would like to ask some advice on designing them pls.
 
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You mean the "tie beams" or "tie columns" used in typical Florida masonry construction? ACI318
 
reinforced concrete or masonry 'pilasters'? have used these as well as rolled steel W shapes. What did you want to know?

Dik
 
Yes guys its a reinforced concrete column attached to the inner leaf of a cavity wall and its function is to stiffen the wall. I have attached a detail in plan view. I basicaly designed it as a RC column is that the correct way to do it ?
 
 http://files.engineering.com/getfile.aspx?folder=09e9fb26-bc5c-4fbf-b5fd-a7385c476c39&file=Wall_Stiffner_Detail.PDF
Is the wall a load bearing wall or a panel wall?

I cannot see this concrete column doing much if it wasn't connected at the top to a frame.
 

If the intent is to stiffen the wall against movement "up & down" on your sketch AND if it is supported top & bottom, then perhaps it's simply a vertical beam. If it's carrying vertical load as well, then you've got a column/beam.

Don't like "shot-nailed" connections for your straps though - I'd call for dovetail slot & anchors to connect the masonry to the concrete.


Ralph
Structures Consulting
Northeast USA
 
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