For a shallow foundation shown below:A. Estimate the ultimate bearing capacity when the water table located at a depth of 2 mbelow the ground surface.B. Estimate the moments about the x- and y-axis; assume that the foundation is subjectedto a vertical load and a moment. If eg and er is 0.33 m and 0.12 m, respectively.G.S2 m(2 m x 3 m)Silty clayYa=17 kN/m , Ysat = 20 kN/m36 mc'=78 kN/m? 0=35°Shear modulus=250 kN/m2CS Scanned with CamScannier

Step 1: qu = C Nc + q Nq + 0.5 γ B Nγ qu =78 x 57.75 + 17x2x 41.44 + 0.5 x 17x 2x45.41 = 6886…

For a shallow foundation shown below: A. Estimate the ultimate bearing capacity when the water table located at below the ground surface. B. Estimate the moments about the x- and y-axis; assume that the founda to a vertical load and a moment. If eg and e is 0.33 m and 0.12 m, resp G.S 2 m (2 m x 2 ml

For a shallow foundation shown below: A. Estimate the ultimate bearing capacity when the water table located at below the ground surface. B. Estimate the moments about the x- and y-axis; assume that the founda to a vertical load and a moment. If eg and e is 0.33 m and 0.12 m, resp G.S 2 m (2 m x 2 ml

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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