Jul 30, 2009 #1 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?
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?