10-) Determine the factor of safety for the figure below and state that if the design is acceptable or not. Qal e = 0.35m 0.5m Yd = 15 kN/m³ } WG.W.T 1.5 m 3m 60° + = 30° C = 30 kN/m² rectangular footing (2.5m x 3m) 9max = 410 kN/m² Ysar = 21 kN/m³
10-) Determine the factor of safety for the figure below and state that if the design is acceptable or not. Qal e = 0.35m 0.5m Yd = 15 kN/m³ } WG.W.T 1.5 m 3m 60° + = 30° C = 30 kN/m² rectangular footing (2.5m x 3m) 9max = 410 kN/m² Ysar = 21 kN/m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![10-) Determine the factor of safety for the figure below and state that if the design
is acceptable or not.
Qal
e = 0.35m
0.5m
Yd = 15 kN/m³
WG.W.T
1.5 m
3m
009.
+ = 30°
C = 30 kN/m²
Y sar = 21 kN/m³
rectangular footing (2.5m x 3m)
410 kN/m²
9max =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F39ac8045-4d95-484c-859c-555fd810fd5c%2F81b5bd6e-ed5b-4895-a710-b5082f67ba5e%2Fmmkqffa_processed.png&w=3840&q=75)
Transcribed Image Text:10-) Determine the factor of safety for the figure below and state that if the design
is acceptable or not.
Qal
e = 0.35m
0.5m
Yd = 15 kN/m³
WG.W.T
1.5 m
3m
009.
+ = 30°
C = 30 kN/m²
Y sar = 21 kN/m³
rectangular footing (2.5m x 3m)
410 kN/m²
9max =
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