Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.
Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.13P: A square footing (B B) must carry a gross allowable load of 1160 kN. The base of the footing is to...
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Compute its bending stresses if it is safe from wide beam shear
![Check the safety of the square footing as given to support the
applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa
fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion
of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.
m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5d2c081a-9b40-4c90-a405-b2bfe269095e%2F98e768bb-2b6b-4c44-b2c9-1f9d012fd7d8%2Fr3s47_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Check the safety of the square footing as given to support the
applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa
fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion
of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.
m
![535
MM
دست
Figure:
D=43KN
| L=55KN
4m
P₂
NEL
WWW
3.5m
D=53KN
| L = 35 KN
10-20mmd
both ways
1.5m
0
3.5m x 3.5m.
square footing
"
0
fo
a
TIN V
NGL
LºL
0 0/0/0.
L=10m
beam
U
५.
.ܘܢ
NGL
REAR](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5d2c081a-9b40-4c90-a405-b2bfe269095e%2F98e768bb-2b6b-4c44-b2c9-1f9d012fd7d8%2Fdgc16x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:535
MM
دست
Figure:
D=43KN
| L=55KN
4m
P₂
NEL
WWW
3.5m
D=53KN
| L = 35 KN
10-20mmd
both ways
1.5m
0
3.5m x 3.5m.
square footing
"
0
fo
a
TIN V
NGL
LºL
0 0/0/0.
L=10m
beam
U
५.
.ܘܢ
NGL
REAR
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