Q/ The two rectangular footing with dimensions (10*6)m and ( 10*8) m are show in calculate the immediate settlement al Point A. Figure (3) at Df=lom 1.5 2 m 3 m E = 40000 kN/m² M=0.3 E2 = 60000 kN/m² E 3 = 30000 M=0-3 kN/m² M = 0-3 TTTTTT lom %0 = 150 6m %6=100kN/m² 1.5 m 2m 2m 8m
Q/ The two rectangular footing with dimensions (10*6)m and ( 10*8) m are show in calculate the immediate settlement al Point A. Figure (3) at Df=lom 1.5 2 m 3 m E = 40000 kN/m² M=0.3 E2 = 60000 kN/m² E 3 = 30000 M=0-3 kN/m² M = 0-3 TTTTTT lom %0 = 150 6m %6=100kN/m² 1.5 m 2m 2m 8m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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