Working example 10.2: Design a strip footing A 300 mm thick concrete wall carries a service dead load of 140 kN/m and a service live load of 225 kN/m. The allowable soil pressure is 240 kPa at the level of the bottom of the footing which is 1500 mm below the ground surface. Design a strip footing using f.' = 20 MPa and fy = 400 MPa. The density of the soil is 2040 kg/m³. %3D
Working example 10.2: Design a strip footing A 300 mm thick concrete wall carries a service dead load of 140 kN/m and a service live load of 225 kN/m. The allowable soil pressure is 240 kPa at the level of the bottom of the footing which is 1500 mm below the ground surface. Design a strip footing using f.' = 20 MPa and fy = 400 MPa. The density of the soil is 2040 kg/m³. %3D
Chapter2: Loads On Structures
Section: Chapter Questions
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![Working example 10.2: Design a strip footing
A 300 mm thick concrete wall carries a service dead load
of 140 kN/m and a service live load of 225 kN/m. The
allowable soil pressure is 240 kPa at the level of the
bottom of the footing which is 1500 mm below the ground
surface.
Design a strip footing using f.' = 20 MPa and fy = 400 MPa.
The density of the soil is 2040 kg/m³.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbfba7783-7762-4eeb-be36-f9f2ba18c289%2F07564664-1b4f-40ec-8618-d50717d54331%2F42nwra_processed.png&w=3840&q=75)
Transcribed Image Text:Working example 10.2: Design a strip footing
A 300 mm thick concrete wall carries a service dead load
of 140 kN/m and a service live load of 225 kN/m. The
allowable soil pressure is 240 kPa at the level of the
bottom of the footing which is 1500 mm below the ground
surface.
Design a strip footing using f.' = 20 MPa and fy = 400 MPa.
The density of the soil is 2040 kg/m³.
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