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 (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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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