i need the answer quickly Q / For the rectangular footing with dimensions (3*6)Show in figure (4). Calculate the immediate settlementat Point A.Df=1m1.5m E₁ = 10000 kN/m²2mP=25000 KN3mM = 0.3 ₂ = 17.5 kN/m²E2 = 15000 kN/m²=0.3 V₁ =17-5 kN/m²E3= 20000 kN/m² M=0.3*=17-5kN/m²RockFigure (4)1mA1 mB = 3m6m

Given data:- Dimension of rectangular footing is 3×6 m.

Q/ For the rectangular footing with dimensions (3*6) Show in figure (4). Calculate the immediate settlement at Point A. Df=1m 2m P=25000 KN 1.5m E= 10000 kN/m² 3m TUL M = 0.3 ₂ = 17.5 kN/m² E2 = 15000 kN/m²=0.3 * ₁=17-5 kN/m² E3= 20000 kN/m² M=0.3 &t=17-5k/0/m² Rock Figure (4) 1m A 1 m B = 3m 6m

Q/ For the rectangular footing with dimensions (36) Show in figure (4). Calculate the immediate settlement at Point A. Df=1m 2m P=25000 KN 1.5m E= 10000 kN/m² 3m TUL M = 0.3 ₂ = 17.5 kN/m² E2 = 15000 kN/m²=0.3 ₁=17-5 kN/m² E3= 20000 kN/m² M=0.3 &t=17-5k/0/m² Rock Figure (4) 1m A 1 m B = 3m 6m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 9.16P

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