square footing is to support a carrying ad load. The allowable soil pressure is z50 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 fo - 21 MPa and for column, use fe' 28 MPa. For all steel bars, fy = 414 MPa. 2. Determine the effective depth of the footing. 600 mm 650 mm 700 mm 750 mm

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.2P
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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 fe' = 28 MPa. For all steel bars, fy = 414 MPa.
2. Determine the effective depth of the footing.
600 mm
650 mm
700 mm
750 mm
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 fe' = 28 MPa. For all steel bars, fy = 414 MPa. 2. Determine the effective depth of the footing. 600 mm 650 mm 700 mm 750 mm
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