Kiri Robbie Posted February 4, 2021 Share Posted February 4, 2021 Can you please provide comment on the Table 8.3.1(A) of AS5100.3? Geotechnical Strength Reduction Factors proposed for PW and TW are not much different that is very different to our industry practice Link to comment Share on other sites More sharing options...
Barnabas Ilko Posted February 6, 2021 Share Posted February 6, 2021 I am not familiar with the geotechnical strength reduction factors in this code. Will leave it up to someone more knowledgeable in this field to respond to this query. Link to comment Share on other sites More sharing options...
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