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AS CA34.1 1969 Combination Factors

AS CA34.1 1969 Combination Factors

(OP)
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.

RE: AS CA34.1 1969 Combination Factors

I assume there would be no load factors specified as it was all working stress design back then.

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