00:01
So, in this particular question, it is of shear diagram.
00:05
So, what we need to do first, we need to calculate the support reactions.
00:18
So, what we are exactly doing for calculating the support reactions.
00:22
First of summation of fx equals to 0 and what we are doing rax equals to 0.
00:36
In the same way for y also summation of fy is equals to 0.
00:42
0, ray plus rcy is equals to 1 .5 into 2 which is equals to nothing but 3 kn.
00:54
Now one doubt is there you may ask that from where i am writing this all value.
00:59
They have already given in the diagram.
01:02
In the question the diagram is attached so need not to draw it again.
01:05
Same from there i am extracting the value.
01:08
So, summation of m a is equals to 0, 4r cy is equals to 1 .5 into 2 into 2 plus 2 by 2.
01:23
Okay.
01:24
In the same way, r cy, cy is equals to 2 .25 kilo newton.
01:32
After calculating, we will get this value and r ay is nothing but 0 .75 kilo newton.
01:42
Now, we have to calculate the shear force.
01:46
To calculate the shear force...