For a case of plane stress, σx=40MN/m2,σy=0,τxy=80MN/m2. What are the principal stresses(inMN/m2) and their orientation with x and y axes?
r=√(σx−σy2)2+τ2xy
=√(20)2+(80)2
20√17MN/m2
The centre of Mohr's circle,
C=σx+σy2=40+02=20MN/m2
Major principal stress =C+r=20(1+√17)
=102.5MN/m2
Minor principal stress =C−r=20(1−√17)
=−62.5MN/m2
Orientation, θ=12tan−1(2τxyσx−σy)=38∘
Although the orientaion given in the options is wrong, however the best choice will be (c).