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A 10 m ladder weighing 200 N is placed against a smooth wall at an angle of 60 degrees to the horizontal. A 500 N boy stands 2.5 m from the base of the ladder. Find the reactions at the wall and the g

Physics

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Step-by-step solution

3 steps

To solve this problem, we will apply the conditions for static equilibrium: the sum of forces in the x-direction is zero, the sum of forces in the y-direction is zero, and the sum of torques about any point is zero.

Given:

  • Length of ladder (LL) = 10 m10 \text{ m}
  • Weight of ladder (WLW_L) = 200 N200 \text{ N} (acts at L/2=5 mL/2 = 5 \text{ m} from the base)
  • Angle with horizontal (α\alpha) = 60∘60^\circ
  • Weight of boy (WBW_B) = 500 N500 \text{ N} (acts at L/4=2.5 mL/4 = 2.5 \text{ m} from the base)
  • The wall is smooth, so there is no friction at the wall.

Let NWN_W be the normal reaction at the wall, NGN_G be the normal reaction from the ground, and FfF_f be the friction force from the ground.

  1. Calculate the normal reaction at the wall (NWN_W).

    We take moments (torques) about the lower end of the ladder (point B in the diagram). The forces NGN_G and FfF_f pass through this point, so they create no torque.
    The clockwise torques are due to the weights of the ladder and the boy. The anti-clockwise torque is due to the normal reaction from the wall.

    Horizontal distance for WLW_L from B = 5cos⁡60∘5 \cos 60^\circ.
    Horizontal distance for WBW_B from B = 2.5cos⁡60∘2.5 \cos 60^\circ.
    Vertical distance for NWN_W from B = 10sin⁡60∘10 \sin 60^\circ.

    For equilibrium, the sum of torques is zero:

    WL(5cos⁡60∘)+WB(2.5cos⁡60∘)=NW(10sin⁡60∘)W_L (5 \cos 60^\circ) + W_B (2.5 \cos 60^\circ) = N_W (10 \sin 60^\circ)

    Substitute the given values:

    200 N(5×0.5)+500 N(2.5×0.5)=NW(10×32)200 \text{ N} (5 \times 0.5) + 500 \text{ N} (2.5 \times 0.5) = N_W (10 \times \frac{\sqrt{3}}{2}) 200 N(2.5)+500 N(1.25)=NW(53)200 \text{ N} (2.5) + 500 \text{ N} (1.25) = N_W (5\sqrt{3}) 500 Nm+625 Nm=NW(53 m)500 \text{ Nm} + 625 \text{ Nm} = N_W (5\sqrt{3} \text{ m}) 1125 Nm=NW(53 m)1125 \text{ Nm} = N_W (5\sqrt{3} \text{ m}) NW=112553 NN_W = \frac{1125}{5\sqrt{3}} \text{ N} NW=2253 NN_W = \frac{225}{\sqrt{3}} \text{ N}

    Rationalize the denominator:

    NW=22533 NN_W = \frac{225\sqrt{3}}{3} \text{ N} NW=753 NN_W = 75\sqrt{3} \text{ N}

    The normal reaction at the wall is \boxed{\text{75\sqrt{3} N}}.

  2. Calculate the forces at the lower end of the ladder.

    These forces are the normal reaction from the ground (NGN_G) and the friction force from the ground (FfF_f).

    Sum of vertical forces (∑Fy=0\sum F_y = 0):

    NG−WL−WB=0N_G - W_L - W_B = 0 NG=WL+WBN_G = W_L + W_B NG=200 N+500 NN_G = 200 \text{ N} + 500 \text{ N} NG=700 NN_G = 700 \text{ N}

    Sum of horizontal forces (∑Fx=0\sum F_x = 0):
    Since the wall is smooth, there is no friction at the wall. The only horizontal forces are the friction from the ground (FfF_f) and the normal reaction from the wall (NWN_W).

    Ff−NW=0F_f - N_W = 0 Ff=NWF_f = N_W Ff=753 NF_f = 75\sqrt{3} \text{ N}
  3. Calculate the magnitude of the resultant force acting on the lower end.

    The resultant force (FRF_R) at the lower end is the vector

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