Use the results of problem 6 to calculate the x displacement of the corner for step load p = 10…

Use the results of problem 6 to calculate the x
displacement of the corner for step load p = 10 uniformly distributed over the edge
x = 1 using only the first two modes.

1. Given the plane stress problem shown in Figure 10.19
with a = b = 1, E = 1, _= 1/3, _ = 1, p = 1. Solve by ANSYS for a
step load by the New mark method 0 < t="" _="" 50="" using="" dt="0.1" including="" damping="" with="" _="0.066." use="" the="" four-node="" element="" without="" extra="" degree="" of="" freedom,="" and="" a="" 10="" ×="" 10="" mesh.="" see="" section="" 15.8.="" submit="" a="" graph="" of="" uy="" Use the results of problem 6 to calculate the x displacement of the corner for step load p = 10 uniformly distributed over the edge x = 1 using only the first two modes. 1. Given the plane stress problem shown in Figure 10.19 with a = b = 1, E = 1, _= 1/3, _ = 1, p = 1. Solve by ANSYS for a step load by the New mark method 0 < t="" _="" 50="" using="" dt="0.1" including="" damping="" with="" _="0.066." use="" the="" four-node="" element="" without="" extra="" degree="" of="" freedom,="" and="" a="" 10="" ×="" 10="" mesh.="" see="" section="" 15.8.="" submit="" a="" graph="" of="" uy="" at="" the="" center="" of="" the="" loaded="" side="" versus="" time="" (after="" adjusting="" colors="" to="" obtain="" black="" lines="" on="" a="" white="">