Stress state: ex , ey , gxy
Angle of Rotation: q
Transformed: ex' , ey' , gxy ; In-Plane Principal: eI at qI , eII at qII ;
Max. In-Plane Shear: +|gmax| on qs1 , –|gmax| on qs2 , eave
1. Enter the original STRAINS on the element: ex= ey= gxy= (Plane-Strain case only)
2. Enter the counterclockwise (positive) rotation of the element: q (degrees) = ° (leave as zero if only calculating max. values)
3.
Strains in rotated system (rotated q from original axes):
ex' = ey' = gx'y' =
Principal Strains Max. Principal Strain: eI = at qII = ° Min. Principal Strain: eII = at qII = °
Maximum Shear Strain Max. (Positive) Shear Strain: gmax = at qs,1 = ° Max. (Negative) Shear Strain: gmax = at qs,2 = ° Normal Strain on both faces: eave =