Answer to Question #83727 in Mechanical Engineering for Mais

Question #83727
NO. 5. A rigid airport pavement is to be designed for the following data. – Dual tandem aircraft (gross weight = 300,000 lbs) – annual equivalent departures = 13000 – Subgrade k = 150 pci with poor drainage, frost penetration = 18 in. – Primary runway, 100% frost protection – Subgrade soil is CL – Concrete flexural strength = 650 psi
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