The state of strain at the point has components of ϵx = 200(10−6), ϵy. = −300.( 10−6), and γxy = 400(10−6). Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of 30º counterclockwise from the original position. Sketch the .deformed element due to these strains within the x−y plane.
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.