The state of stress at a point, for a body in plane stress, is shown in the figure below. If the minimum principal stress is 10 kPa, then the normal stress σy (in kPa) is
A
9.45
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B
18.88
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C
37.78
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D
75.50
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Solution
The correct option is C 37.78 Given σx=100kPa,τxy=50kPa,σ2=10kPa Minimum principal stress, σ2=σx+σy2−√(σx−σy2)2+τ2xy
10=100+σy2−√(100−σy2)2+502 ∴√(50−σy2)2+502=50+σy2−10=40+σy2
By squaring 2500+σ2y4−50σy+2500=1600+σ2y4+40σy ∴90σy=3400 σy=37.78kPa