Q2/ Design the footing shown the figure below, using fc = 24 Mpa and fy = 415 Mpa N M M = 800 KN-m DL=800 KN LL=800 KN w=0.5m_ 2.25 m 60 kPa ve (L-w) 2 2.25 m 3m 239 kPa
Q2/ Design the footing shown the figure below, using fc = 24 Mpa and fy = 415 Mpa N M M = 800 KN-m DL=800 KN LL=800 KN w=0.5m_ 2.25 m 60 kPa ve (L-w) 2 2.25 m 3m 239 kPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q2/ Design the footing shown the figure below, using fc = 24 Mpa and fy = 415 Mpa
N M
M=800 KN-m
DL= 800 KN
LL=800 KN
w=0.5 m
2.25 m
60 kPa
Love
(L-w)
2
2.25 m
3 m
239 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc29dc82f-fde6-47a6-b71d-ac8a1c3a4699%2F540d4927-6321-4576-a6f8-46b49ddbe078%2Fv5yg6qq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2/ Design the footing shown the figure below, using fc = 24 Mpa and fy = 415 Mpa
N M
M=800 KN-m
DL= 800 KN
LL=800 KN
w=0.5 m
2.25 m
60 kPa
Love
(L-w)
2
2.25 m
3 m
239 kPa
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