00:01
In the given problem, there is a ladder which is put against a vertical wall making an angle of just 15 degree with this wall.
00:18
If this angle is 15 degrees, then obviously this angle will be 75 degree as the angle between ground and the wall is 90 degree.
00:30
As this letter is uniform so its weight will be acting at its center of mass as its mass is 5 kilogram so its weight will be 5g let the letter be named as a b its length can be taken as l so it's central point c if we mark it here then this ac will be l by suppose in first case the person manages to reach up to this uppermost point of the letter.
01:17
The weight of the person 65g will be acting here at the point b.
01:23
Now the normal reaction of this end a of the ladder over the ground is normal reaction.
01:34
By the ground on this end of the ladder, that is n -a.
01:39
And normal reaction exerted by the vertical wall at the other end of the ladder is n as the ladder is in equilibrium.
01:50
So summation of torque should be zero acting on it, and summation of all the forces acting on it should also be zero.
02:00
Hence we can see all the vertical forces should be zero, the algebraic sum of all the vertical forces and all the horizontal forces should be zero.
02:12
This is so as all the vertical forces are coming to be zero hence so as vertical forces are zero hence vertically here this is an a vertically up and 5g and 65g are vertically down so na will be equal to 5g plus 65g means it will come out to be 70 g.
02:40
And as far as horizontal forces are concerned, as the tendency of this end, a, of the letter, will be to slide leftward over the ground.
02:50
So there will be a force of friction acting on it, which will keep it in its position.
02:59
So that is acting leftward.
03:02
So using that, nb here is equal to f and we know force of friction is given as mu into normal reaction and here normal reaction is this n a so finally this reaction of the vertical wall on the ladder comes out to be mu times of n a or we can say mu times of 70 g taking the equilibrium of this ladder against the rotation and taking the rotation about point a.
03:39
So we will find out the torques about point a, counterclockwise torque and clockwise torque.
03:45
And we will look for their values.
03:49
So first of all, we find clockwise torque about point a of the latter.
04:06
And it comes out to be 65g into its perpendicular distance from the.
04:17
Point of rotation means this is 65g so its vertical distance will be this let it be d so this is a d this is so that is ab cost 75 degree hence it becomes 65g into ab and for ab we can use l length of the letter l cause 75 degree then the torque produced by the mass of the letter itself bit of the letter itself, that is 5g, and this will be l by 2 into cost 75 degree.
04:54
As we look for the perpendicular distance of this line of action of 5g, this is the perpendicular distance here this.
05:02
So for this, we will use ac, which is l by 2.
05:06
That's why.
05:09
So now calculating it, here it comes out to be 164 .87l.
05:17
And here it comes out to be 6 .34 into l.
05:23
So adding them, it becomes 171 .21 l newton into meter...