00:01
Given data l is equal to 6000 mm and b is equal to 150, p is equal to 20 mm and p is equal to 300 into 10 to power 3 newton.
00:27
B is equal to 200 in gp is equal to 2 into 10 to power 5 newton per mm square and m is equal to 0 .25.
00:50
So according to the diagram and direction the diagram that's for x axis, y axis and z axis and that's p for both sides and t here.
01:02
After that the stress in in x direction stress in x direction so half sigma x is equal to p upon a c upon s is equal to p upon b after putting the values 300 into 10 to power 3 upon 150 into 20 so half sigma sigma x is equal to 100 newton per mm.
01:45
Similarly, half sigma y is equal to 0.
01:49
And half sigma z is equal to 0.
01:52
Changing length.
01:55
Changing length.
01:57
Level is equal to half sigma x upon b minus m.
02:06
Sigma y upon b minus m.
02:11
Half sigma z upon b.
02:14
Into m is equal to 100 upon 2 into 10 to the power 5 into 6000 is equal to 3 mm.
02:30
Because of half sigma y and half sigma z is equal to 0.
02:37
So change in width tell sp is equal to half sigma z upon e minus m.
02:49
1 .5s y upon e minus m .5s z upon e into b.
02:57
So, putting the values minus 0 .25 into 100 upon 2 into 10 to the power 5 into 150 is equal to minus 0 .01875 mm.
03:22
After that change change in thickness.
03:29
Change in thickness...