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Engineering, 04.03.2021 22:50 rudondo4747

A rigid pavement is being designed with the same parameters as used in Problem 4.5. The modulus of
subgrade reaction is 300 lb/in3 and the slab thickness is
determined to be 8.5 inches. The load transfer
coefficient is 3.0, the drainage coefficient is 1.0, and
the modulus of elasticity is 4 million lb/in2. What is the
design modulus of rupture? (Assume that any
parameters not given in this problem are the same as
those given in Problem 4.5

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