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4-Calculate factor of safety against overturning, sliding, and bearing capacity. For the value of "H", please see above.cab 5.5 ft H = 22 ft 4 ft Yconcrete 160 pcf 2 ft H 8 ft Y₁=121 pcf '₁=32 deg. c'₁=0 2 ft Y₂=120 pcf '2=30 deg. c'₂=100 psf

4-Calculate factor of safety against overturning, sliding, and bearing capacity. For the value of "H", please see above.cab 5.5 ft H = 22 ft 4 ft Yconcrete 160 pcf 2 ft H 8 ft Y₁=121 pcf '₁=32 deg. c'₁=0 2 ft Y₂=120 pcf '2=30 deg. c'₂=100 psf

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4-Calculate factor of safety against overturning, sliding, and bearing capacity. For the value of "H", please see above.. 5.5 ft H = 22 ft 4 ft Yconcrete=160 pcf 2 ft H 8 ft Y₁=121 pcf '₁=32 deg. c'₁=0 2 ft Y₂=120 pcf '₂2=30 deg. c'₂=100 psf
Transcribed Image Text:4-Calculate factor of safety against overturning, sliding, and bearing capacity. For the value of "H", please see above.. 5.5 ft H = 22 ft 4 ft Yconcrete=160 pcf 2 ft H 8 ft Y₁=121 pcf '₁=32 deg. c'₁=0 2 ft Y₂=120 pcf '₂2=30 deg. c'₂=100 psf
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