Calculate the maximum shear strain at the point where principal strains are 100 x 10-6 and -200 x 10-6.
1
300 × 10-6
2
200 × 10-6
3
150 × 10-6
4
100 × 10-6
Calculate the maximum shear strain at the point where principal strains are 100 x 10-6 and -200 x 10-6.