Compute SN₂ for the flexible layers C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Compute SN₂ for the flexible layers consisting
of an asphalt concrete surface, a crushed-
stone base,and a granular subbase. The
effective roadbed soil resilient modulus is
5154 psi, the subbase has a resilient modulus
value of 9.5 ksi, the resilient modulus of the
base is 14.8 ksi, and the resilient modulus of
asphalt concrete is 450 ksi. Assume a
reliability level of 90%, So of 0.35, pt= 3.5,
and pi=2.5. Consider W18= 6.8106
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