A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 18.76 kPa The angle of internal friction, o =22 Unit weight of moist soil, y = 14.61 kN/m3 Unit weight of submerged soil, y = 10.21 kN/m3 %3D For footing, X=3.43 m Y=3.92 m Df=2.98 m e= 548 mm Use a Factor of Safety of 4.24
A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 18.76 kPa The angle of internal friction, o =22 Unit weight of moist soil, y = 14.61 kN/m3 Unit weight of submerged soil, y = 10.21 kN/m3 %3D For footing, X=3.43 m Y=3.92 m Df=2.98 m e= 548 mm Use a Factor of Safety of 4.24
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.17P
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![CL
Calculate the Ultimate Load (kN) that the footing can carry.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56a9c4bc-d6e1-4098-9890-ae36def645bb%2F2c9d0e42-ff52-42f5-a7ec-4772bc5af77c%2Fogvpdm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:CL
Calculate the Ultimate Load (kN) that the footing can carry.
![A rectangular footing shown is acted upon a load at a distance "e" from the
centerline. The soil and footing has the following properties
For soil,
Cohesion, c = 18.76 kPa
The angle of internal friction, O =22
Unit weight of moist soil, y = 14.61 kN/m3
Unit weight of submerged soil, y = 10.21 kN/m3
%3D
For footing,
X-3.43 m
Y=3.92 m
Df=2.98 m
e= 548 mm
Use a Factor of Safety of 4.24](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56a9c4bc-d6e1-4098-9890-ae36def645bb%2F2c9d0e42-ff52-42f5-a7ec-4772bc5af77c%2Flrf2mwuj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rectangular footing shown is acted upon a load at a distance "e" from the
centerline. The soil and footing has the following properties
For soil,
Cohesion, c = 18.76 kPa
The angle of internal friction, O =22
Unit weight of moist soil, y = 14.61 kN/m3
Unit weight of submerged soil, y = 10.21 kN/m3
%3D
For footing,
X-3.43 m
Y=3.92 m
Df=2.98 m
e= 548 mm
Use a Factor of Safety of 4.24
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