c2/ for the footing shown (3X4)w cheak. | . slicing 2. Bearng capacity if F.S.=} 2500kN 1.Sm 180° clay qu= 200 k^/m? とA= 12. kYm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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h2/ for the footing shown (3x4) m.
cheak.
1- slicling.
2. Beanng capacity if F.S.=3
2500kN
1.Sm
80
clang
qu= 200 k^/m?
%3D
Sd= 12 kYu?
Transcribed Image Text:h2/ for the footing shown (3x4) m. cheak. 1- slicling. 2. Beanng capacity if F.S.=3 2500kN 1.Sm 80 clang qu= 200 k^/m? %3D Sd= 12 kYu?
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