A uniform horizontal beam 300N 5m long is suspended vertical from its two end by a rope, if a 600N person stands in 1.5m from its left end find the tension in each end of the rope.

sum of vertical forces: Fl+Fr =300N+600N

sum moments about the left end.
600*1.5- Fr*5=0
Fr=900/ 5 N= 180N

then Fl=900-180=720N

To find the tension in each end of the rope, we can analyze the forces acting on the beam and the person.

Let's start by drawing a free body diagram.

The beam is suspended vertically from its two ends, so there are two tension forces acting upwards at each end of the beam. Let's call these tension forces T1 and T2.

There is also the weight of the beam itself, which acts downwards at its center. The weight of the beam can be calculated by multiplying its mass (300N) by the acceleration due to gravity (9.8 m/s^2). Since the beam is horizontal, this weight force will act at the center of the beam.

Next, we have the weight of the person, which is 600N. This weight force acts downwards at a distance of 1.5m from the left end of the beam.

Since the beam is in equilibrium, the sum of the forces in the vertical direction must be zero.

Let's write the equation for this equilibrium:

Sum of forces in the vertical direction = T1 + T2 - (weight of beam) - (weight of person) = 0

Weight of beam = mass of beam * acceleration due to gravity = 300N

Weight of person = 600N

Now, let's plug the values into the equation:

T1 + T2 - 300N - 600N = 0

Simplifying the equation:

T1 + T2 = 900N + 300N

T1 + T2 = 1200N

Now, let's consider the torques acting on the beam and person. The sum of all the torques acting on the beam must be zero for rotational equilibrium.

To calculate torque, we multiply the force by the distance from the pivot point. In this case, the pivot point is the left end of the beam.

The torque of the weight of the beam can be calculated by multiplying the weight force by half the length of the beam.

Torque of beam = (weight of beam) * (distance to pivot point) = 300N * (5m/2) = 750Nm

The torque of the person can be calculated by multiplying the weight force by the distance from their position to the pivot point.

Torque of person = (weight of person) * (distance to pivot point) = 600N * 1.5m = 900Nm

The sum of all the torques acting on the beam must be zero:

Torque of beam - Torque of person = 0

750Nm - 900Nm = 0

-150Nm = 0

Since the equation is not balanced, it means our assumption of equilibrium was incorrect.

In this case, the beam is not in equilibrium. The torque created by the person is not balanced by the torque created by the weight of the beam. Therefore, we cannot determine the tension in each end of the rope with the given information.

To find the tension in each end of the rope, we can set up and solve a system of equations that accounts for the forces acting on the beam.

Let's consider the left end of the beam. We can calculate the torque about the left end by multiplying the weight of the beam by its horizontal distance from the left end. Since the beam is in equilibrium, the sum of the torques about any point on it should be zero.

The torque exerted by the weight of the beam can be calculated using the equation:

Torque = Force * Distance

Torque produced by the weight of the beam = (300 N) * (5 m) = 1500 N·m

Now, let's consider the torque produced by the person standing on the beam. We can calculate their torque using the equation mentioned above:

Torque produced by the person = (600 N) * (1.5 m) = 900 N·m

Since the beam is in equilibrium, the sum of the torques about any point on it should be zero. Therefore, the net torque at the left end of the beam can be calculated as:

Net torque at the left end = Torque produced by the weight of the beam - Torque produced by the person

Net torque at the left end = 1500 N·m - 900 N·m = 600 N·m

To maintain equilibrium, the tension in the right end of the rope should balance out this net torque. Since the left end is higher than the right end, the right end's tension would be greater.

Now, let's assume the tension in the right end is T1 and the tension in the left end is T2. Using the equation for torque, we can set up the following system of equations:

T1 * (5 m) = T2 * (1.5 m) + 600 N * (1.5 m)

T1 + T2 = 300 N

Solving these equations simultaneously will give us the values of T1 and T2, representing the tension in each end of the rope.

Using the first equation, we can rewrite T1 in terms of T2:

T1 = (T2 * (1.5 m) + 600 N * (1.5 m)) / (5 m)

Substituting this expression for T1 into the second equation, we can solve for T2:

(T2 * (1.5 m) + 600 N * (1.5 m)) / (5 m) + T2 = 300 N

Simplifying and solving for T2:

(3/10) * T2 + 270 N = 300 N

(3/10) * T2 = 30 N

T2 = (10/3) * 30 N

T2 = 100 N

Finally, we can find the tension in the right end, T1, by substituting the value of T2 into the first equation:

T1 = (T2 * (1.5 m) + 600 N * (1.5 m)) / (5 m)

T1 = ((100 N) * (1.5 m) + 600 N * (1.5 m)) / (5 m)

T1 = (150 Nm + 900 Nm) / 5 m

T1 = 1050 N / 5 m

T1 = 210 N

Therefore, the tension in each end of the rope is 210 N at the right end and 100 N at the left end.