Ql For the fig., find the immediate settlement for point A, if u- 0.33, Ip= 0.75, Y= 18.5 kN/m 4 m - 100 kN/m 4 m 100 kN/m 1.5 E 20000 N/ 0.33 義 20 E 30000 k/m-633 2 m 25 E= 12000 kN/n 0.33 e 150 kfm Rock
Ql For the fig., find the immediate settlement for point A, if u- 0.33, Ip= 0.75, Y= 18.5 kN/m 4 m - 100 kN/m 4 m 100 kN/m 1.5 E 20000 N/ 0.33 義 20 E 30000 k/m-633 2 m 25 E= 12000 kN/n 0.33 e 150 kfm Rock
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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