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RIN/m A shallow foundation shown below, with e,=0.34 m and eg=0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Qa with FS = 3 !! Sandy clay Y=18 kN/m3 Y sa =20 kN/m c'= 20 kN/m? o' = 25° 0,9 m - 1.5 m x 2.0 m Keg D0.28 m 2.0 m e =p.34m 1.5m

RIN/m A shallow foundation shown below, with e,=0.34 m and eg=0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Qa with FS = 3 !! Sandy clay Y=18 kN/m3 Y sa =20 kN/m c'= 20 kN/m? o' = 25° 0,9 m - 1.5 m x 2.0 m Keg D0.28 m 2.0 m e =p.34m 1.5m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3 Notes: 1- OPEN BOOK ; 2- Use yw=10 kN/m A shallow foundation shown below, with e,= 0.34 m and eg= 0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Qa with FS = 3 Sandy clay Y=18 kN/m3 3 Y sat =20 kN/m³ 0,9 m 1.5 m x 2.0 m c'= 20 kN/m? O' = 25° K어le8 = 0.28 m 2.0 m Et. *p.34m -1.5m CS Scanned with CamScanner
Transcribed Image Text:3 Notes: 1- OPEN BOOK ; 2- Use yw=10 kN/m A shallow foundation shown below, with e,= 0.34 m and eg= 0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Qa with FS = 3 Sandy clay Y=18 kN/m3 3 Y sat =20 kN/m³ 0,9 m 1.5 m x 2.0 m c'= 20 kN/m? O' = 25° K어le8 = 0.28 m 2.0 m Et. *p.34m -1.5m CS Scanned with CamScanner
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