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. 3 m 600 mm PD+PL V 1 m Determine the magnitude of critical moment at the footing and the spacing of the 16 mm bars
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. 3 m 600 mm PD+PL V 1 m Determine the magnitude of critical moment at the footing and the spacing of the 16 mm bars
Chapter2: Loads On Structures
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
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+ Pµ
600 mm
Determine the magnitude of critical moment at the footing
and the spacing of the 16 mm bars.
3 m
1 m
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