A square footing shown has the following details: Unit weight of soil = 15.28 kN/m3 Saturated unit weight of soil = 19.92 kN/m3 cohesion = 21.44 kPa %3D friction angle = 24 degrees %3D B = 2 meter Df = 2.45 meter P = 861 kN e/B = 0.12 --> one way eccentricity Calculate for the net allowable bearing capacity using FOS = 2.8. Use Meyerhof Ge Bearing Capacity Formula. M D, B B Water table

A square footing shown has the following details: Unit weight of soil = 15.28 kN/m3 Saturated unit weight of soil = 19.92 kN/m3 cohesion = 21.44 kPa %3D friction angle = 24 degrees %3D B = 2 meter Df = 2.45 meter P = 861 kN e/B = 0.12 --> one way eccentricity Calculate for the net allowable bearing capacity using FOS = 2.8. Use Meyerhof Ge Bearing Capacity Formula. M D, B B Water table

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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Please answer it asap Completely and Neatly for an upvote. Thank you. Calculate the ultimate bearing capacity of the strip footing shown resting on cohesive soil. B = 2.3m. Df = 2.3m. b = 1.33m, H = 3.5m, β = 60 degrees. Unit weight of soil is 18.6kN/m3. Cohesion = 40kPa. Angle of internal friction is equal to 0 degrees
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M Im QUESTION 2: Check if the base area of 2m x 2m is adequate for the footing under the loading shown in the figure. Allowable soil pressure is 0.25 MPa. N=900 KN M=150 kNm H=75 KN
Subject : Geotechnical Engineering
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