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AS3600 Fire Design Walls Structural Adequacy 1

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rscassar

Structural
Jul 29, 2010
631
Hi

Does any know whether it's permitted to use an interpolation between strength utilizations of 0.35 and 0.7 when using table 5.7.2. I would like to use a midpoint value with utilization of 0.5. However I believe that if I am over the 0.35 limit I should go straight to the 0.7 values or use the equation provided in 5.6.2(2).
 
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The clever people who wrote the commentary know! They tell you in the first sentence of commentary on 5.7.2!
 
Thank you. Seems like a good sentence to include to the code proper.
 
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