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Problem 3 For the following stress state, draw a Mohrs circle diagram, find the principal stresses and maximum normal stress
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นา z = 10ksi y = 24ksi Pay = 6kisi k a -Term ДcDG CG = cpt oa - O:CA = CE = C43CF=R] CG=R, DG = 6kši CD=? Heu eB = cd= BD BDNormal priciple stress (2) = OA = OC- AC = 17-9.219 57.781ksi Maximum shear streys Tomas = I-I 26.919+7.78) 2 Torera = 17KSIT

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