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. IPD + PL
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. IPD + PL
Chapter2: Loads On Structures
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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
%3D
cover to bar centroid is 90mm.
|Pp+ Pj.
600 mm
Determine the required width of the footing.
3 m
1 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5d0d8483-0e9d-4235-9a25-395d43dfdd5e%2Ff92d9702-a233-414e-8dd4-e9d6fd580bbe%2Fa67o3pw_processed.jpeg&w=3840&q=75)
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
%3D
cover to bar centroid is 90mm.
|Pp+ Pj.
600 mm
Determine the required width of the footing.
3 m
1 m
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