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AS CA34.1 1969 Combination Factors

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ooox

ooox

Structural
Jun 22, 2009
95
Does anyone have on PDF copy of CA34.1 from 1969? I'm trying to determine what load combination factors were used back then, I believe they were the 1.4G + 1.6Q like the old British Standards.
 
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I assume there would be no load factors specified as it was all working stress design back then.
 
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