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For the 3-D stress element below the normal stress in the z-direction is a principal stress. 1) Sketch the 3-D Mohrs Circles

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SMIPA N → 10 ripa 20 6 SMPa Given! x = lompa د کالا مه E = bJx15 Try DINS We knew Principal stress 67N / A : چه X-face: - 5 MPa مه هود (پی : 3 = 5 MPa ہ A : چه Yo face! lo N / A = وه ۔ و دار ) : و , ۱) 1.5 + : که و ترمہ جا کہThus X-face, -> 5 MPa SMPa Y-Face 10 Mila 5 MPa 1 Z- Face 13.1MPa 2 1.9 M ay principal stoneses are ! 6 = 13.1 MPa 2 1.9 MPaAbsolute Maxenum Shear stunss Tabe (29): (17,1.1.9) So6 MPa Tabs 5.6 MPa 7.5 10 13.) 0119 (6) 16 (6)

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