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y = 17 kN/m³ 1 m 1.5 m Groundwater level 3 m X 2 m Ysat = 19.5 kN/m³ Figure P4.5 qu = c'N,F„FcaFci + qN,Fq„Fq aFqi + >yBN,F„F„F¾

y = 17 kN/m³ 1 m 1.5 m Groundwater level 3 m X 2 m Ysat = 19.5 kN/m³ Figure P4.5 qu = c'N,F„FcaFci + qN,Fq„Fq aFqi + >yBN,F„F„F¾

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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A column foundation (Figure P4.5) is 3 m x 2 m in plan. Given: Df = 1.5 m, Φ' = 25°, c' = 70 kN/m2. Using Eq. (4.26) and FS = 3, determine the net allowable load [see Eq. (4.22)] the foundation could carry.

y = 17 kN/m³ 1 m 1.5 m Groundwater level 3 m X 2 m Ysat = 19.5 kN/m³ Figure P4.5
Transcribed Image Text:y = 17 kN/m³ 1 m 1.5 m Groundwater level 3 m X 2 m Ysat = 19.5 kN/m³ Figure P4.5
qu = c'N,F„FcaFci + qN,Fq„Fq aFqi + >yBN,F„F„F¾
Transcribed Image Text:qu = c'N,F„FcaFci + qN,Fq„Fq aFqi + >yBN,F„F„F¾
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