Refer to figure below of a combined footing P2 a 35. If Pi = 1200 kN, P2 = 800 kN, b = 6, and c = 3, find the length of a so that the soil pressure under the footing is uniform. а. 4.2 m C. 3.8 m b. 4.6 m d. 3.6 m 36. If Pi = 1200 kN, P2 = 800KN, a = 2.4, b = 6, and c = 1.2, find point of inflection from the left. a. 4.4 m C. 6.5 m %3D b. 5.4 m d. 3.4 m 37. If P1 = 2.4, b = 6, and c = 1.2 , find the 1200 kN, P2 = 800kN, a = %3D %3D
Refer to figure below of a combined footing P2 a 35. If Pi = 1200 kN, P2 = 800 kN, b = 6, and c = 3, find the length of a so that the soil pressure under the footing is uniform. а. 4.2 m C. 3.8 m b. 4.6 m d. 3.6 m 36. If Pi = 1200 kN, P2 = 800KN, a = 2.4, b = 6, and c = 1.2, find point of inflection from the left. a. 4.4 m C. 6.5 m %3D b. 5.4 m d. 3.4 m 37. If P1 = 2.4, b = 6, and c = 1.2 , find the 1200 kN, P2 = 800kN, a = %3D %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![SITUATION 12:
Refer to figure below of a combined
footing
P.
P:
a
35. If P1 = 1200 kN, P2 = 800 kN, b = 6,
and c = 3, find the length of a so that the
soil pressure under the footing is
uniform.
%3D
а. 4.2 m
C. 3.8 m
b. 4.6 m
d. 3.6 m
36. If Pi = 1200 kN, P2 = 800KN, a =
2.4, b = 6, andc = 1.2, find point of
inflection from the left.
а. 4.4 m
С. 6.5 m
%3D
%3D
b. 5.4 m
d. 3.4 m
37. If Pi = 1200 kN, P2
2.4, b = 6, and c = 1.2 , find the
= 800KN, a =
%3D
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf9d7696-f748-4064-85ba-315fdd126428%2F8a869100-8d4f-422e-857b-59de4f4e2cac%2Fusgxlio_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 12:
Refer to figure below of a combined
footing
P.
P:
a
35. If P1 = 1200 kN, P2 = 800 kN, b = 6,
and c = 3, find the length of a so that the
soil pressure under the footing is
uniform.
%3D
а. 4.2 m
C. 3.8 m
b. 4.6 m
d. 3.6 m
36. If Pi = 1200 kN, P2 = 800KN, a =
2.4, b = 6, andc = 1.2, find point of
inflection from the left.
а. 4.4 m
С. 6.5 m
%3D
%3D
b. 5.4 m
d. 3.4 m
37. If Pi = 1200 kN, P2
2.4, b = 6, and c = 1.2 , find the
= 800KN, a =
%3D
%3D
![maximum shear (Consider a one meter
strip and neglect the dimension of the
column.
a. 772 kN
C. 722 kN
b. 700 kN
d. 716 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf9d7696-f748-4064-85ba-315fdd126428%2F8a869100-8d4f-422e-857b-59de4f4e2cac%2Fyyaw81wi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:maximum shear (Consider a one meter
strip and neglect the dimension of the
column.
a. 772 kN
C. 722 kN
b. 700 kN
d. 716 kN
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