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A Rectangular Plate in Plane Stress Is Subjected to Normal σx=35MPa,σy=26MPa\sigma _ { x } = 35 \mathrm { MPa } , \sigma _ { y } = 26 \mathrm { MPa }

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A rectangular plate in plane stress is subjected to normal stresses σx=35MPa,σy=26MPa\sigma _ { x } = 35 \mathrm { MPa } , \sigma _ { y } = 26 \mathrm { MPa } , and shearstress τxy=14MPa.\tau _ { x y } = 14 \mathrm { MPa } . The ratio of the magnitudes of the principal stresses (σ1/σ2) \left( \sigma _ { 1 } / \sigma _ { 2 } \right) is approximately:  A rectangular plate in plane stress is subjected to normal stresses  \sigma _ { x } = 35 \mathrm { MPa } , \sigma _ { y } = 26 \mathrm { MPa } , and shearstress  \tau _ { x y } = 14 \mathrm { MPa } .  The ratio of the magnitudes of the principal stresses  \left( \sigma _ { 1 } / \sigma _ { 2 } \right)   is approximately:   A)  0.8 B)  1.5 C)  2.1 D)  2.9


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