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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71c927ea-e574-4cab-83ed-fe543f0ac29d%2F287fb83b-3aa6-4ab1-8296-e66cd0c850ae%2F1rpjhuu_processed.png&w=3840&q=75)
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71c927ea-e574-4cab-83ed-fe543f0ac29d%2F287fb83b-3aa6-4ab1-8296-e66cd0c850ae%2F6g81ken_processed.png&w=3840&q=75)
Transcribed Image Text:qu = c'N,F„FcaFci + qN,Fq„Fq
aFqi + >yBN,F„F„F¾
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