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  1. PG

    Help -- Allwable wind load deflection in brick veneer

    Mike,<br><br>I know that L/600 or 720 is a recommendation in the same plane of the brick veneer, i.e. such as a beam supporting brickwork above it, but does it also apply to deflection in a direction normal to the plane of the veneer?&nbsp;&nbsp;In this case, the deflection is in a lateral...
  2. PG

    Help -- Allwable wind load deflection in brick veneer

    I'm designing a one story commercial building with 11' high light gage steel studding as support walls.&nbsp;&nbsp;The walls are to have an exterior brick veneer attached.&nbsp;&nbsp;My question is this.&nbsp;&nbsp;What is the maximum allowable wind load deflection/length ratio for a brick...

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