Home work: Q1/ Determine the total immediate settlement of the rectangular footing shown in igure below after 2 months.(Answer: S;(total)=5.75mm). 1200 kN G.S. 1.0m 3m x 4m Ic = 8000 kN / m²,y = 20 kN/m³ 2.0m sand 3.0m clay E= 20000.. kN/m2

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Home work: Q1/ Determine the total immediate settlement of the rectangular footing shown in
figure below after 2 months.(Answer: S;(total)-5.75mm).
1200 kN
G.S.
1.0m
3m x 4m
2.0m
9. = 8000 kN /m2y = 20 kN / m3
sand
3.0m
clay
E= 20000. kN/m2
Rock
Transcribed Image Text:Home work: Q1/ Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months.(Answer: S;(total)-5.75mm). 1200 kN G.S. 1.0m 3m x 4m 2.0m 9. = 8000 kN /m2y = 20 kN / m3 sand 3.0m clay E= 20000. kN/m2 Rock
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