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Question: Two loads one of 10 N and the other of 50 N are suspended with the help of light strings from the en...

Two loads one of 10 N and the other of 50 N are suspended with the help of light strings from the ends of a light rod AB as shown in the figure. What additional force F\overrightarrow{F} must be applied on the rod in order to keep it horizontal and in equilibrium. Also find the point of application of this additional force.

Answer

Magnitude: 103410\sqrt{34} N, Direction: At an angle of tan1(5/3)\tan^{-1}(5/3) with the horizontal, directed upwards and to the left, Point of application: 4 m from point A.

Explanation

Solution

  1. Identify Forces and their Components:
    The rod AB has length 5 m. Let point A be the origin (0,0).

    • Force at A (from 10 N load): WA=10W_A = 10 N, acting vertically downwards.
    • Force at B (from 50 N load): The string from B passes over a pulley and supports a 50 N load. Thus, the tension in the string is TB=50T_B = 50 N. The string makes an angle of 37° with the vertical. We resolve this force into horizontal (FBxF_{Bx}) and vertical (FByF_{By}) components acting on the rod at B:
      • FBx=TBsin(37)=50×(3/5)=30F_{Bx} = T_B \sin(37^\circ) = 50 \times (3/5) = 30 N (acting horizontally to the right).
      • FBy=TBcos(37)=50×(4/5)=40F_{By} = T_B \cos(37^\circ) = 50 \times (4/5) = 40 N (acting vertically downwards).
    • Additional Force F\overrightarrow{F}: Let this force have components FxF_x and FyF_y, applied at a distance dd from point A.
  2. Apply Equilibrium Conditions:
    For the rod to be in equilibrium, the net force and net torque must be zero.

    • Sum of Horizontal Forces (Fx=0\sum F_x = 0):
      Fx+FBx=0F_x + F_{Bx} = 0
      Fx+30=0    Fx=30F_x + 30 = 0 \implies F_x = -30 N (acting to the left).

    • Sum of Vertical Forces (Fy=0\sum F_y = 0):
      FyWAFBy=0F_y - W_A - F_{By} = 0
      Fy1040=0    Fy=50F_y - 10 - 40 = 0 \implies F_y = 50 N (acting upwards).

    • Magnitude and Direction of F\overrightarrow{F}:
      The magnitude of F\overrightarrow{F} is:
      F=Fx2+Fy2=(30)2+(50)2=900+2500=3400=1034F = \sqrt{F_x^2 + F_y^2} = \sqrt{(-30)^2 + (50)^2} = \sqrt{900 + 2500} = \sqrt{3400} = 10\sqrt{34} N.
      The direction of F\overrightarrow{F} is given by the angle θ\theta it makes with the horizontal. Since FxF_x is negative and FyF_y is positive, the force is in the second quadrant (upwards and to the left).
      tanθ=FyFx=5030=53\tan \theta = \frac{|F_y|}{|F_x|} = \frac{50}{30} = \frac{5}{3}.
      So, θ=tan1(5/3)\theta = \tan^{-1}(5/3) with the horizontal (measured counter-clockwise from the positive x-axis, or simply stated as "upwards and to the left").

    • Sum of Torques (τ=0\sum \tau = 0):
      Let's take moments about point A. Clockwise torques are negative, counter-clockwise are positive.
      The horizontal force FBxF_{Bx} acts along the rod (if the rod is horizontal), so it creates no torque about any point on the rod.

      • Torque due to WA=10W_A = 10 N at A: τA=0\tau_A = 0.
      • Torque due to FBy=40F_{By} = 40 N (downwards) at B (distance 5 m from A): τBy=40×5=200\tau_{By} = -40 \times 5 = -200 Nm (clockwise).
      • Torque due to Fy=50F_y = 50 N (upwards) at distance dd from A: τFy=+50×d\tau_{F_y} = +50 \times d Nm (counter-clockwise).

    τ=0    0200+50d=0\sum \tau = 0 \implies 0 - 200 + 50d = 0
    50d=200    d=450d = 200 \implies d = 4 m from A.