foundation engineering I DokNFer fig. shown. Determinete max and min tressureunder the base.2- FiSr stiding.3e Fise overturning.Econ =23. 5 ka/ra32.3sat=20k~/m3ci=00.42.6m.

Active Earth Pressure, Ka = (1-sinΦ) /( 1+sinΦ) = (1-sin38) / ( 1+ sin38) = 0.2366 Pa = 0.5 Ka Y…

Answered: I D0kN For fige shouwn. Determine te…

I D0kN For fige shouwn. Determine te max and mih 12ressure under the base 2- FiSe stiding. Be Fise everturning Econ=23.5 kN/w3 2.3 Ci=0,Ø=38 Im 0.4 2.6m.

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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Foundation construction

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foundation engineering

I DokN
Fer fig. shown. Determine
te max and min tressure
under the base.
2- FiSr stiding.
3e Fise overturning.
Econ =23. 5 ka/ra3
2.3
sat=
20k~/m3
ci=0
0.4
2.6m.

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Rankine Earth Pressure

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Max and Min pressure under the Base

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Factor safety for Sliding

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factor safety of OverTurning

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