V=400 kN M=40 kN.m Square footing $ = 28° Yat = 18.0 kN/m³ 1.5 m 0.5m 1.0 m
V=400 kN M=40 kN.m Square footing $ = 28° Yat = 18.0 kN/m³ 1.5 m 0.5m 1.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. If the foundation system is given a vertical load of 400 kN and a moment of 40 kN m. calculate the safety factor for the foundation system. (Hint: calculate load distribution at the base of the foundation) and If the required design criteria is SF 3.0, does the foundation system still meet the requirements? If not, what is your suggestion to meet the design criteria?
![V=400 kN
M=40 kN.m
Square footing
$ = 28°
Yt = 18.0 kN/m³
1.5 m
0.5m
1.0 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F226e12a8-7f78-441a-835c-8cc634a6cd25%2F3f5b78f8-5406-4e48-9aad-82b8f55e733a%2Fr9a9uj_processed.png&w=3840&q=75)
Transcribed Image Text:V=400 kN
M=40 kN.m
Square footing
$ = 28°
Yt = 18.0 kN/m³
1.5 m
0.5m
1.0 m
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