X (bearing capacity) for the rectangular footing shown in Fig. () (F.S2.5) and calculate consolidation settlement of the foundation 3 m W.T Fine Silty 6 m 1.m V = 1000 kN Ycon. = 24 kN/m³ Y₁ = 19 kN/m³ = 25° G₁=2.7 Ys=18 kN/m³ C₁ = 60 kN/m² G₁ = 2.65 G. s 77774 m Dense Sand y= 20 kN/m² =35° 10 m 6 m

X (bearing capacity) for the rectangular footing shown in Fig. () (F.S2.5) and calculate consolidation settlement of the foundation 3 m W.T Fine Silty 6 m 1.m V = 1000 kN Ycon. = 24 kN/m³ Y₁ = 19 kN/m³ = 25° G₁=2.7 Ys=18 kN/m³ C₁ = 60 kN/m² G₁ = 2.65 G. s 77774 m Dense Sand y= 20 kN/m² =35° 10 m 6 m

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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