Q=300KN W.T. D SAND Ysat (kN/m³) L=..(m) ...... p' = ...(") K = 1- sin(4) O = (2/3) p Figure Q2 Table Q2.i and j are the last two digits in your Student ID number, for example, 1234ij | j= D=0.55+0.05*j (m) = į= L= 5+į (m) = p=30 +0.5*j = Ysat = 16.2 +0.2"j(kN/m³) = %3D
Q=300KN W.T. D SAND Ysat (kN/m³) L=..(m) ...... p' = ...(") K = 1- sin(4) O = (2/3) p Figure Q2 Table Q2.i and j are the last two digits in your Student ID number, for example, 1234ij | j= D=0.55+0.05*j (m) = į= L= 5+į (m) = p=30 +0.5*j = Ysat = 16.2 +0.2"j(kN/m³) = %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The circular concrete pile (γc=23kN/m3) of Figure Q2 has dimensions which depend on the ultimate (j) and the penultimate (i) digit of your ID number as described by the formulae in Table Q2. It is constructed inside a sand with shear strength characteristics as given inTable Q2 as well.
Calculate the safety factor for a working load equal to Q=300kN.
Note : My ID Number is 9477287
![Q=300KN
W.T.
FFI
D
SAND
Ysat =
p' = .(")
K = 1- sin(4)
O = (2/3) p
.. (kN/m³)
L=.(m)
......
.....
Figure Q2
Table Q2.i and j are the last two digits in your Student ID number, for example, 1234ij
j=
D=0.55+0.05*j (m) =
L= 5+į (m) =
p=30 +0.5*j =
Ysat = 16.2 + 0.2*j(kN/m3) =
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F87a8e115-a787-44d6-8f1d-d0a919b46a4a%2Ff868b990-f7ac-4d3d-aede-b58b74f6c44c%2F7ebwm4_processed.png&w=3840&q=75)
Transcribed Image Text:Q=300KN
W.T.
FFI
D
SAND
Ysat =
p' = .(")
K = 1- sin(4)
O = (2/3) p
.. (kN/m³)
L=.(m)
......
.....
Figure Q2
Table Q2.i and j are the last two digits in your Student ID number, for example, 1234ij
j=
D=0.55+0.05*j (m) =
L= 5+į (m) =
p=30 +0.5*j =
Ysat = 16.2 + 0.2*j(kN/m3) =
%3D
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