In a plane strain problem in XY plane, the shear strain = 12×10−6, and the normal strain in X and Y direction = 0. For this state of strain, what is the diameter of the Mohr's circle of strain?
R= ⎷(εx−εy2)2+(ϕxy2)2
=√(02)2+(12×10−62)2
R=6×10−6
Diameter=2R=12×10−6