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Recent content by mmedirtguy

  1. mmedirtguy

    SNAILZ

    This answer is based on ASD analysis. Its my understanding of FHWA Geotechnical Circular 7 that a 0.5 bond factor corresponds to a FOS=2.0 applied to the ultimate bond capacity. If you are using prefactored strengths then you have gone through the exercise of calculating nominal facing and...
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