A concrete slab of size 4.5 m x 2.5 m is subjected to wheel load 4000 kg with the tyre pressure of 5 kg/cm?. Determine the warping stress at the corner using the following given parameters. Elastic modulus of concrete = 2.8 x 105 kg/cm2 Thickness of concrete slab = 30 cm Effective modulus of subgrade reaction = 8 x 106 kg/m3 Poisson's ratio of concrete = 0.15 Poisson's ratio of subgrade = 0.25 Thermal coefficient of concrete = 10 x 10-6/°C Temperature difference = 12°C

Structural Analysis
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Chapter2: Loads On Structures
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A concrete slab of size 4.5 m x 2.5 m is subjected to wheel load 4000 kg with the tyre pressure of
5 kg/cm2. Determine the warping stress at the corner using the following given parameters.
Elastic modulus of concrete = 2.8 x 105 kg/cm2
Thickness of concrete slab = 30 cm
Effective modulus of subgrade reaction = 8 x 106 kg/m3
Poisson's ratio of concrete = 0.15
Poisson's ratio of subgrade = 0.25
Thermal coefficient of concrete = 10 x 10-6/°c
Temperature difference = 12°C
Transcribed Image Text:A concrete slab of size 4.5 m x 2.5 m is subjected to wheel load 4000 kg with the tyre pressure of 5 kg/cm2. Determine the warping stress at the corner using the following given parameters. Elastic modulus of concrete = 2.8 x 105 kg/cm2 Thickness of concrete slab = 30 cm Effective modulus of subgrade reaction = 8 x 106 kg/m3 Poisson's ratio of concrete = 0.15 Poisson's ratio of subgrade = 0.25 Thermal coefficient of concrete = 10 x 10-6/°c Temperature difference = 12°C
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