Variable X in this question is that last digit of your student ID. Enter X here: X = A shallow footing with dimensions L₁ X L₂ at the depth of D is subjected to a moment and a vertical load as shown in the figure below. The length of the footing into the page is L₂. The information below is given: • L₁ = (2.5+) [m] • L₂ = 5.0 [m] • D = 1.2 [m] Ysoll = 18.5 [ Yw=9.81 [ • F= 2.5 x 10³ [kN] . M=(500+ 10 xX) [kN.m] • Water level is at 5m below the foundation. M . D F XXXX L₁ The ultimate net bearing capacity of the soil has already been calculated: qu= Ncc (sede) + Ny (0.5yB') (sydy) + (N-1)(yDf) (sada) = 450 kPa Calculate the factor of safety for this footing. Comment on your result. What other checks are required?
Variable X in this question is that last digit of your student ID. Enter X here: X = A shallow footing with dimensions L₁ X L₂ at the depth of D is subjected to a moment and a vertical load as shown in the figure below. The length of the footing into the page is L₂. The information below is given: • L₁ = (2.5+) [m] • L₂ = 5.0 [m] • D = 1.2 [m] Ysoll = 18.5 [ Yw=9.81 [ • F= 2.5 x 10³ [kN] . M=(500+ 10 xX) [kN.m] • Water level is at 5m below the foundation. M . D F XXXX L₁ The ultimate net bearing capacity of the soil has already been calculated: qu= Ncc (sede) + Ny (0.5yB') (sydy) + (N-1)(yDf) (sada) = 450 kPa Calculate the factor of safety for this footing. Comment on your result. What other checks are required?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve using full solutions and diagrams as needed. Assume X=8
![Variable X in this question is that last digit of your student ID. Enter X here: X=
A shallow footing with dimensions L₁ X L₂ at the depth of D is subjected to a moment and a
vertical load as shown in the figure below. The length of the footing into the page is L₂. The
information below is given:
• L₁ = (2.5+) [m]
• L₂= 5.0 [m]
.
D = 1.2 [m]
.
• Ysoll = 18.5 [
Yw= 9.81 [
●
•
F= 2.5 × 10³ [kN]
•
M = (500 + 10 xX) [kNm]
• Water level is at 5m below the foundation.
M
D
-
F
L₁
The ultimate net bearing capacity of the soil has already been calculated:
XXXX
qu = Nec (Sede) +Ny (0.5yB') (sydy) + (No - 1)(yDr) (Sada) = 450 kPa
Calculate the factor of safety for this footing.
Comment on your result.
What other checks are required?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ef646fc-468e-4171-9bb5-580118312a95%2Faf1c2386-f961-4df4-b8a8-806bf8a6e58f%2F2trugzq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Variable X in this question is that last digit of your student ID. Enter X here: X=
A shallow footing with dimensions L₁ X L₂ at the depth of D is subjected to a moment and a
vertical load as shown in the figure below. The length of the footing into the page is L₂. The
information below is given:
• L₁ = (2.5+) [m]
• L₂= 5.0 [m]
.
D = 1.2 [m]
.
• Ysoll = 18.5 [
Yw= 9.81 [
●
•
F= 2.5 × 10³ [kN]
•
M = (500 + 10 xX) [kNm]
• Water level is at 5m below the foundation.
M
D
-
F
L₁
The ultimate net bearing capacity of the soil has already been calculated:
XXXX
qu = Nec (Sede) +Ny (0.5yB') (sydy) + (No - 1)(yDr) (Sada) = 450 kPa
Calculate the factor of safety for this footing.
Comment on your result.
What other checks are required?
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