SITUATION. A square footing is to support a 400 mm x 400 mm column carrying 1400 kN live load and 1200 kN dead load. The allowable soil pressure is 250 kPa. The bottom of the footing is situated 1 m below the ground surface. Assume the average unit weight of soil and concrete is 19 kN/m3. For footing, use fe' = 21 MPa and for column, use fc' 28 MPa. For all steel bars, fy 414 MPa. 1. Determine the dimensions of the footing. A 3.1 m в 3.2 m 3.3 m D 3.4 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SITUATION. A square footing is to support a 400 mm x 400 mm column carrying 1400 kN live load and 1200 kN dead load. The allowable soil pressure is 250
kPa. The bottom of the footing is situated 1 m below the ground surface. Assume the average unit weight of soil and concrete is 19 kN/m3. For footing, use fc'
= 21 MPa and for column, use fc' = 28 MPa. For all steel bars, fy = 414 MPa.
1. Determine the dimensions of the footing.
A
3.1 m
B
3.2 m
3.3 m
D
3.4 m
Transcribed Image Text:SITUATION. A square footing is to support a 400 mm x 400 mm column carrying 1400 kN live load and 1200 kN dead load. The allowable soil pressure is 250 kPa. The bottom of the footing is situated 1 m below the ground surface. Assume the average unit weight of soil and concrete is 19 kN/m3. For footing, use fc' = 21 MPa and for column, use fc' = 28 MPa. For all steel bars, fy = 414 MPa. 1. Determine the dimensions of the footing. A 3.1 m B 3.2 m 3.3 m D 3.4 m
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