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  3. problem 3 an eccentrically loaded foundation is shown in figure...

Question: problem 3 an eccentrically loaded foundation is shown in figure...

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Problem 3 An eccentrically loaded foundation is shown in Figure 3. Use factor of safety (FOS) of 4.0, determine the maximum a

Shape Factor: BYN For continuous or strip footings, B/L. 0 So, Fes, Fe and Fs becomes equal to 1. E,-m@)tanф Toreinhaus ra tr
Load Inclination Factor: 90 where, β-inclination of the load on the foundation with respect to the vertical Base Inclination
For local shear failure Terzaghi proposed reducing the c and ф as: c-23 c 0.67 c v-tan-1(2/3, tan ф )-tan(0.67 tan 4) No, N
General Shear failure criteria, strip footing For Strip footing: For Square footing: For Circular footing: quik-1.3 cNe + qN
Week 4 Class 7 CE 421 α what is the value of ga C Zookal Study C Week 3 Class 5 CE 421 oment.pd leWeek2 aass40E 421 fEccentrci
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