The rectangular footing shown in the figure is subjected to the following service axi- and moments: Axial loads: PDL = 700 kN PLL = 450 kN Moment about x-axis:
The rectangular footing shown in the figure is subjected to the following service axi- and moments: Axial loads: PDL = 700 kN PLL = 450 kN Moment about x-axis:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
N2
![The rectangular footing shown in the figure is subjected to the following service axial loads
and moments:
Axial loads:
PDL = 700 kN
%3D
PLL = 450 kN
%3D
Moment about x-axis:
MDL = 100 kN-m
%3D
MLL = 50 kN-m
Moment about y-axis:
MDL = 140 kN-m
MLL = 120 kN-m
%3D
Given:
B = 3 m,
D = 2.5 m,
t = 0.7 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff8a53c7-9eb8-4800-9bcf-44b6262b657d%2F227b7be0-d4fa-468d-a59f-3e4cf404857e%2Fbmuh678_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The rectangular footing shown in the figure is subjected to the following service axial loads
and moments:
Axial loads:
PDL = 700 kN
%3D
PLL = 450 kN
%3D
Moment about x-axis:
MDL = 100 kN-m
%3D
MLL = 50 kN-m
Moment about y-axis:
MDL = 140 kN-m
MLL = 120 kN-m
%3D
Given:
B = 3 m,
D = 2.5 m,
t = 0.7 m
![y.
My
/sy7angineering
B
The base of the footing is 2.2 m below the natural grade line. The soil above the footing has a
unit weight of 17 kN/m3, and the unit weight of concrete is 24 kN/m3. Depth of footing is 700
mm.
Determine the maximum soil pressure, in kPa.
319
277
313
270](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff8a53c7-9eb8-4800-9bcf-44b6262b657d%2F227b7be0-d4fa-468d-a59f-3e4cf404857e%2Fxc6tjwh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:y.
My
/sy7angineering
B
The base of the footing is 2.2 m below the natural grade line. The soil above the footing has a
unit weight of 17 kN/m3, and the unit weight of concrete is 24 kN/m3. Depth of footing is 700
mm.
Determine the maximum soil pressure, in kPa.
319
277
313
270
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