2-Use Mayne and Poulos (1999) approach to find amount of elastic settlement below a rectangular footing given: Footing dimensions: 3ft by 6ft Embedment depth (D)= 2.5 ft Average soil modulus, E,-430 ksf Elastic modulus of concrete, E-313,000 ksf Load on footing: 135 kips Thickness of the soil layer (h)=20 ft Soil Poisson's ratio (μ)=0.3 Footing thickness=12 in
2-Use Mayne and Poulos (1999) approach to find amount of elastic settlement below a rectangular footing given: Footing dimensions: 3ft by 6ft Embedment depth (D)= 2.5 ft Average soil modulus, E,-430 ksf Elastic modulus of concrete, E-313,000 ksf Load on footing: 135 kips Thickness of the soil layer (h)=20 ft Soil Poisson's ratio (μ)=0.3 Footing thickness=12 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2-Use Mayne and Poulos (1999) approach to find amount of elastic settlement below a rectangular
footing given:
Footing dimensions: 3ft by 6ft
Embedment depth (D)= 2.5 ft
Average soil modulus, E,-430 ksf
Elastic modulus of concrete, E-313,000 ksf
Load on footing: 135 kips
Thickness of the soil layer (h)=20 ft
Soil Poisson's ratio (μ)=0.3
Footing thickness=12 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11adb83d-8871-41e5-bb97-2ea571aa0e6e%2F98de6a57-c8a5-4659-ab02-cb34f470af88%2Fhllm9pm_processed.png&w=3840&q=75)
Transcribed Image Text:2-Use Mayne and Poulos (1999) approach to find amount of elastic settlement below a rectangular
footing given:
Footing dimensions: 3ft by 6ft
Embedment depth (D)= 2.5 ft
Average soil modulus, E,-430 ksf
Elastic modulus of concrete, E-313,000 ksf
Load on footing: 135 kips
Thickness of the soil layer (h)=20 ft
Soil Poisson's ratio (μ)=0.3
Footing thickness=12 in
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