Case Study: A 0 Design of a foundation (Reinforced Concrete) 4m Feu = 30 MPa fx = 460 N/mm² Ⓡ H 5m Cover = 50 MM Y concrete = 25 kN/m³ Live load = 4 kN/m² + Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (5+2)x+ Combined XINGAS → Design the foundation at 3 (-D ^ TREA 3 06 " 1 +0.9m Column 200x200 MM + 3m D O (2) 3 2₂ tut 400 150 Hon WW WW wwoooti 1200 mm fm = Sy Square type 1200×1200mm
Case Study: A 0 Design of a foundation (Reinforced Concrete) 4m Feu = 30 MPa fx = 460 N/mm² Ⓡ H 5m Cover = 50 MM Y concrete = 25 kN/m³ Live load = 4 kN/m² + Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (5+2)x+ Combined XINGAS → Design the foundation at 3 (-D ^ TREA 3 06 " 1 +0.9m Column 200x200 MM + 3m D O (2) 3 2₂ tut 400 150 Hon WW WW wwoooti 1200 mm fm = Sy Square type 1200×1200mm
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter8: Mat Foundations
Section: Chapter Questions
Problem 8.5P
Related questions
Question
Hello, can you please design the combined foundation at gridline 3 C-D according to British Standards. Soil bearing capacity to be taken as 150kN/m2.
![Case Study i
A
A
Design of a foundation (Reinforced Concrete)
SIM
4m
Feu = 30 MPa
fx = 460 N/mm²
OF
10
5m
7
OF
0
1
Cover = 50MM
X concrete = 25 kN/m³
Live load = 4 kN/m²
JUAR
Additional deadload = 1 kN/m²
Soil Bearing Capacity: 150 KN/M² (s+2)x=
Combined
10
다.
1
→ Design the foundation at 3 (-)
^
fraps aixe
D
TRA
1
!
0.9m
Column
200x200
Date
MM
3m
3m
1
W
0
3
400 150
toat
4000mm
MM MM
1200MM
for sy Square type 1200×1200mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe8ba24fc-cb9e-4dbc-8d18-9934f9dedc0f%2F9de5b22d-8a13-4ccb-bbb5-56aa12e52e1f%2Fjqozba8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Case Study i
A
A
Design of a foundation (Reinforced Concrete)
SIM
4m
Feu = 30 MPa
fx = 460 N/mm²
OF
10
5m
7
OF
0
1
Cover = 50MM
X concrete = 25 kN/m³
Live load = 4 kN/m²
JUAR
Additional deadload = 1 kN/m²
Soil Bearing Capacity: 150 KN/M² (s+2)x=
Combined
10
다.
1
→ Design the foundation at 3 (-)
^
fraps aixe
D
TRA
1
!
0.9m
Column
200x200
Date
MM
3m
3m
1
W
0
3
400 150
toat
4000mm
MM MM
1200MM
for sy Square type 1200×1200mm
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