Q1: For the fig., find the immediate settlement for point A, if u = 0.33, Ip= 0.75, Yi = 18.5 kN/m³ 6m 6m De 1.0 m 4- 100 kN/m 4100 kN/m2 4m 4 m 1.5m E= 20000 kN/m², µ =0.33 2m 2.0 m E= 30000 kN/m³, µ = 0.33 2m 2 m 2m 2.5 m E, = 18000 kN/m², ju = 0.33 4= 150 kN/m², 4 m
Q1: For the fig., find the immediate settlement for point A, if u = 0.33, Ip= 0.75, Yi = 18.5 kN/m³ 6m 6m De 1.0 m 4- 100 kN/m 4100 kN/m2 4m 4 m 1.5m E= 20000 kN/m², µ =0.33 2m 2.0 m E= 30000 kN/m³, µ = 0.33 2m 2 m 2m 2.5 m E, = 18000 kN/m², ju = 0.33 4= 150 kN/m², 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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