00:01
In this question, solution here is, diagram is, this is 8 .3 ksi and here it is 9 .2 ksi and this is here 9 .2 ksi and here it is 4 .8 ksi.
00:35
Now here, sigma x is equal to minus of 9 .2 ksi because of compression and sigma y is equal to 8 .3 ksi tension and tau xy is equal to 4 .8 ksi.
01:01
Now for the first part here, principal stresses and direction.
01:07
So principal stress is sigma 1, sigma 2.
01:20
Sigma 1 multiplied by sigma 2 is equal to sigma x plus sigma y whole divided by 2 plus minus under root sigma x minus sigma y divided by 2 whole square plus tau xy square.
01:42
So this is equal to minus of 9 .2 plus 8 .3 whole divided by 2 plus minus under root 9 .2 minus 8 .3 whole divided by 2 whole square plus 4 .8 whole square.
02:03
On solving, we will get this equals to minus of 0 .45 plus minus 9 .9801.
02:14
So sigma 1, sigma 2 is equal to 9 .5301 minus of 10 .4301 ksi.
02:28
Location here is 10.
02:33
2 theta is equal to 2 tau xy whole divided by sigma x minus sigma y.
02:42
So this is equals to 2 multiplied by 4 .8 whole divided by minus of 9 .2 minus 8 .3.
02:53
Now here 2 theta is equals to 28 .7479 degree.
03:01
Now theta comma theta dash is equals to 14 .2739 comma 104 .3739...