00:01
So, let us understand the concept with the help of a diagram.
00:04
So, diagram will be like this.
00:06
So, we have rectangular box and here we have y axis and here we have x axis and this is the z axis and here we have the point b.
00:16
So, here it is sigma x in this direction and that is stress is applying in direction and another stress that is sigma of x is applying in this direction.
00:33
So, now we will find sorry we have load that is p1 is equal to 500 pound and axial stress that is sigma of a will be equal to p1 by a.
00:57
So, on putting the values we will get 500 upon 4 multiplied by 3.
01:02
So, this is equal to 500 upon 12.
01:07
So, on solving this will give 41 .67 per square inch.
01:15
Now load p2 is equal to 400 pound and bending moment that is m will be equal to 400 multiplied by 10 which is equal to 4000 pound inch.
01:45
Now bending stress will be equal to that is bending stress that is sigma b will be equal to m upon i.
01:58
So, we have m y upon i.
02:03
So, here y is minus 1 inch and i is 3 multiplied by 4 cube by 12.
02:13
So, this is equal to 16 inch to the power 4.
02:17
So, therefore we can say that on putting the values we will have sigma of b will be equal to 4000 multiplied by minus 1 upon 16.
02:27
So, we know that 2 8 times is 16 and 2 2s are 4...