A standard MS 133.5 Truck is designed to pass on a 220-mm thick Portland cement concrete pavement (PCCP). Refer to Figure GTCAP-0593. Load capacity of the dowel system is desired at 40% of the design wheel load of the truck. Joint width is 20mm. • Modulus of elasticity of PCCP • Poisson ratio of PCCP • Modulus of subgrade reaction • Allowable shearing stress = 100 MPa • Allowable flexural stress Allowable bearing stress = 20 GPa = 0.15 = 36,140 kN/m3 = 107 MPa = 10 MPa Dowel diameter = 20mm
A standard MS 133.5 Truck is designed to pass on a 220-mm thick Portland cement concrete pavement (PCCP). Refer to Figure GTCAP-0593. Load capacity of the dowel system is desired at 40% of the design wheel load of the truck. Joint width is 20mm. • Modulus of elasticity of PCCP • Poisson ratio of PCCP • Modulus of subgrade reaction • Allowable shearing stress = 100 MPa • Allowable flexural stress Allowable bearing stress = 20 GPa = 0.15 = 36,140 kN/m3 = 107 MPa = 10 MPa Dowel diameter = 20mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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