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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 shear stress 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) 0.8 0.8
(B) 1.5 1.5
(C) 2.1 2.1
(D) 2.9 2.9

 A rectangular plate in plane stress is subjected to normal stresses  \sigma_{x}=35 \mathrm{MPa}, \sigma_{y}=26 \mathrm{MPa}  , and shear stress  \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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