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Determine the effective soil pressure if the soil bearing capacity is 130 kPa and the top of the footing is 1.0m from the NGL.

Determine the effective soil pressure if the soil bearing capacity is 130 kPa and the top of the footing is 1.0m from the NGL.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 3-m 150 mm CHB wall rests on a 600 mm thick concrete footing. The CHB wall weighs 3.3 kN/m² and will carry a construction live load of 20 kN per meter length of wall. 24 kN/m3 , 18 kN/m³ , ,fc' = 28 MPa, fy = 248 MPa. Steel cover to bar centroid is 90mm. Pp+ P. 600 mm| Determine the effective soil pressure if the soil bearing capacity is 13O kPa and the top of the footing is 1.0m from the NGL. 3 m 1 m
Transcribed Image Text:A 3-m 150 mm CHB wall rests on a 600 mm thick concrete footing. The CHB wall weighs 3.3 kN/m² and will carry a construction live load of 20 kN per meter length of wall. 24 kN/m3 , 18 kN/m³ , ,fc' = 28 MPa, fy = 248 MPa. Steel cover to bar centroid is 90mm. Pp+ P. 600 mm| Determine the effective soil pressure if the soil bearing capacity is 13O kPa and the top of the footing is 1.0m from the NGL. 3 m 1 m
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