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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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