εa = -215 με
εb = -130 με
εc = +460 με
For this problem, three strain transformation equations are used:
εa = εxcos2θa + εysin2θa + γxysinθacosθa εb = εxcos2θb + εysin2θb + γxysinθbcosθb εc = εxcos2θc + εysin2θc + γxysinθccosθc
These three equations are solved simultaneously for the three unknowns εx, εy, and γxy.