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I Have getechnical question. When we should include the reduction factor 2/3 in the tensile capacity of pile in cohesionless soil equation ? Because it's not included in the equation at problem no 533 NCEES Practice exam

 
I Have getechnical question. When we should include the reduction factor 2/3 in the tensile capacity of pile in cohesionless soil equation ? Because it's not included in the equation at problem no 533 NCEES Practice exam
Did you mean to post this in another thread?

 
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