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Deflections & Adhered Masonry Veneers

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YukonOne

YukonOne

Structural
Jun 28, 2006
14
US
I'm a bit unclear on deflection requirements for Adhered Masonry Veneers. From what I can determine from both IBC 1405.9 & ACI 530-/ASCE5/TMS402 the requirement is L/600 both lateral and vertical.

Is that right?

Are there variations?
 
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