example: (Total immediate settlement), Determine the total immediate settlement of the rectangular footing shown in figure belove after 2 months. Ans: S(rotal) = 5.75 mm| 1200 kN C.S. 1.0m 3m x 4m % = 8000KN/m²...y = 20KN/m³ 2.0m Sand 0.5B =1.5m 0.6 I:(avg) clay 3.0m E = 20000&N/m² 4.5m 0.133 Rock 2B = 6m 2B – 0.6 Iz

example: (Total immediate settlement), Determine the total immediate settlement of the rectangular footing shown in figure belove after 2 months. Ans: S(rotal) = 5.75 mm| 1200 kN C.S. 1.0m 3m x 4m % = 8000KN/m²...y = 20KN/m³ 2.0m Sand 0.5B =1.5m 0.6 I:(avg) clay 3.0m E = 20000&N/m² 4.5m 0.133 Rock 2B = 6m 2B – 0.6 Iz

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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