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Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m 2.0m Clay = 8000KN/m²..y = 20KN/m² 0.5B-1 5m 0.6 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2B- 6m 2B – 0.6 Iz

Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m 2.0m Clay = 8000KN/m²..y = 20KN/m² 0.5B-1 5m 0.6 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2B- 6m 2B – 0.6 Iz

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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Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m 9 = 8000KN/m²,.y = 20KN/m³ 2.0m Clay 0.5B =1.5m 0.6 I:cavz) 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2B 6m 2B - 0.6 Iz Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below. (Ans.: SiCTotal) = 5.75 mm). 1200 kN G.S. 1.0m 3m x 4m 9 = 8000 kN / m²... = 20.kN / m³ 2.0m sand E= 20000. KN/m 3.0m clay Rock
Transcribed Image Text:Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 kN G.S. 1.0m 3m x 4m 9 = 8000KN/m²,.y = 20KN/m³ 2.0m Clay 0.5B =1.5m 0.6 I:cavz) 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2B 6m 2B - 0.6 Iz Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below. (Ans.: SiCTotal) = 5.75 mm). 1200 kN G.S. 1.0m 3m x 4m 9 = 8000 kN / m²... = 20.kN / m³ 2.0m sand E= 20000. KN/m 3.0m clay Rock
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