Exercise 2: Calculate the wheel load stress at interior, edge and corner regions of a cement concrete pavement using Westergaard's stress equations, using from the following data: (i) Design wheel load = 4100 Kg (ii) E value of cement concrete = 3.3 x 10° Kg/cm2 (iii) Thickness of pavement slab = 18 cm %3D (iv) K = 25 kg/cm³, µ = 0.15 (v) Radius of contact area = 12 cm %3D
Exercise 2: Calculate the wheel load stress at interior, edge and corner regions of a cement concrete pavement using Westergaard's stress equations, using from the following data: (i) Design wheel load = 4100 Kg (ii) E value of cement concrete = 3.3 x 10° Kg/cm2 (iii) Thickness of pavement slab = 18 cm %3D (iv) K = 25 kg/cm³, µ = 0.15 (v) Radius of contact area = 12 cm %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Exercise 2: Calculate the wheel load stress at interior, edge and corner regions of
a cement concrete pavement using Westergaard's stress equations, using from the
following data:
(i) Design wheel load = 4100 Kg
(ii) E value of cement concrete = 3.3 × 10° Kg/cm?
(iii) Thickness of pavement slab = 18 cm
(iv) K = 25 kg/cm³, µ = 0.15
(v) Radius of contact area =
12 cm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F55532aa3-85e4-4d24-aba6-c00220caab3d%2F0a0f9d17-cd37-4043-9375-cbd7660beb81%2Fzmnns5l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Exercise 2: Calculate the wheel load stress at interior, edge and corner regions of
a cement concrete pavement using Westergaard's stress equations, using from the
following data:
(i) Design wheel load = 4100 Kg
(ii) E value of cement concrete = 3.3 × 10° Kg/cm?
(iii) Thickness of pavement slab = 18 cm
(iv) K = 25 kg/cm³, µ = 0.15
(v) Radius of contact area =
12 cm
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