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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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