Chapter 5: Settlement of Buildings X6-3) 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 9c = 8000.kN/m",..y = 20.kN/m 0.5B =1.5m 0.6 Clay 0.533
Chapter 5: Settlement of Buildings X6-3) 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 9c = 8000.kN/m",..y = 20.kN/m 0.5B =1.5m 0.6 Clay 0.533
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Chapter 5: Settlement of Buildings
EXE-3)
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
8000.kN/m²,
..Y = 20.kN/m
0.5B =1.5m
0.6
2.0m
Clay
0.533
Iz(avg.)
Sand
3.0m
E = 20000.kN/m?
4.5m
0.133
Rock
2B = 6m
2B – 0.6 Iz
redo problem (5.3) but with sand instead of clay as
shown in the figure below (Ans:Si(total)=5.75mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6a8279c8-42b4-432f-a403-86fd2d1ddc51%2F17bf3b9a-c61e-47c3-b6b5-c35c7863d877%2Fdsterq4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Chapter 5: Settlement of Buildings
EXE-3)
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
8000.kN/m²,
..Y = 20.kN/m
0.5B =1.5m
0.6
2.0m
Clay
0.533
Iz(avg.)
Sand
3.0m
E = 20000.kN/m?
4.5m
0.133
Rock
2B = 6m
2B – 0.6 Iz
redo problem (5.3) but with sand instead of clay as
shown in the figure below (Ans:Si(total)=5.75mm
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