Calculate the stresses at interior, edge and corner regions of a cement concrete pavement using Wastergaard's stress equations using the following data: Wheel load, P = 4100 kg Modulus of elasticity of cement concrete, E = 3.3 × 105 kg/cm² Pavement thickness, h = 18 cm Poisson's ratio of concrete, μ = 0.15 Modulus of subgrade reaction, K = 25 kg/cm³ Radius of contact area, a = 12 cm
Calculate the stresses at interior, edge and corner regions of a cement concrete pavement using Wastergaard's stress equations using the following data: Wheel load, P = 4100 kg Modulus of elasticity of cement concrete, E = 3.3 × 105 kg/cm² Pavement thickness, h = 18 cm Poisson's ratio of concrete, μ = 0.15 Modulus of subgrade reaction, K = 25 kg/cm³ Radius of contact area, a = 12 cm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Calculate the stresses at interior, edge and corner regions of
a cement concrete pavement using Wastergaard's stress
equations using the following data:
Wheel load, P = 4100 kg
Modulus of elasticity of cement concrete, E = 3.3 × 105 kg/cm²
Pavement thickness, h = 18 cm
Poisson's ratio of concrete, μ = 0.15
Modulus of subgrade reaction, K = 25 kg/cm³
Radius of contact area, a = 12 cm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc3352868-1de7-4b36-b995-25b9c95237b4%2Fc0d5f6f0-4665-4da6-b9e6-3333d8ffd75a%2Fulk51gp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Calculate the stresses at interior, edge and corner regions of
a cement concrete pavement using Wastergaard's stress
equations using the following data:
Wheel load, P = 4100 kg
Modulus of elasticity of cement concrete, E = 3.3 × 105 kg/cm²
Pavement thickness, h = 18 cm
Poisson's ratio of concrete, μ = 0.15
Modulus of subgrade reaction, K = 25 kg/cm³
Radius of contact area, a = 12 cm
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