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ACI 530-08 Deflection critieria

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vhmehta

vhmehta

Structural
Joined
Mar 14, 2004
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I do not have ACI 530-08 in hand but wanted to know if L/600 is the only criteria and 0.3" has been removed.
 
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One of the guy told me that it is only for unreinforced masonry. Does it apply to reinforced masonry also?
 
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Per ACI 530-08, the l/600 requirement is for masonry designed per Section 2.2 (unreinforced ASD), 3.2 (unreinforced SD), Ch 5 (empirical), or A.2 (unreinforced AAC).
 
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