JEE Challenger
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Static Equilibrium and Slipping Condition of a Leaning Ladder

In the figure, a uniform ladder of mass mm is depicted resting against a vertical wall in static equilibrium, making an angle θ\theta with the horizontal floor. The coefficient of friction between the wall and the ladder is μ1\mu_1, and between the floor and the ladder is μ2\mu_2. The normal reaction force of the wall on the ladder is N1N_1 and that of the floor is N2N_2. If the ladder is on the verge of slipping, then which of the following conditions holds true?

Question Diagram 1

Options

A

μ1=0\mu_1 = 0, μ2≠0\mu_2 \neq 0 and N2tan⁡θ=mg2N_2 \tan\theta = \frac{mg}{2}

B

μ1≠0\mu_1 \neq 0, μ2=0\mu_2 = 0 and N1tan⁡θ=mg2N_1 \tan\theta = \frac{mg}{2}

C

μ1≠0\mu_1 \neq 0, μ2≠0\mu_2 \neq 0 and N2=mg1+μ1μ2N_2 = \frac{mg}{1+\mu_1\mu_2}

Correct
D

μ1=0\mu_1 = 0, μ2≠0\mu_2 \neq 0 and N1tan⁡θ=mg2N_1 \tan\theta = \frac{mg}{2}

Correct

Step-by-Step Solution

To determine the correct conditions for static equilibrium when the ladder is on the verge of slipping, we analyze the forces acting on the uniform ladder of mass mm and length LL.

1. Analysis of Forces and Equilibrium Conditions

The forces acting on the ladder are:

  • Weight of the ladder, mgmg, acting vertically downwards at its center of mass (L2\frac{L}{2} from either end).
  • Normal reaction force from the floor, N2N_2, acting vertically upwards.
  • Friction force from the floor, f2f_2, acting horizontally towards the wall.
  • Normal reaction force from the wall, N1N_1, acting horizontally away from the wall.
  • Friction force from the wall, f1f_1, acting vertically upwards.

Equilibrium Equations:

  1. Horizontal Force Balance (∑Fx=0\sum F_x = 0): N1=f2N_1 = f_2

  2. Vertical Force Balance (∑Fy=0\sum F_y = 0): N2+f1=mgN_2 + f_1 = mg

  3. Torque Balance about the Bottom Contact Point (∑τbottom=0\sum \tau_{\text{bottom}} = 0): N1(Lsin⁡θ)+f1(Lcos⁡θ)−mg(L2cos⁡θ)=0N_1 (L \sin\theta) + f_1 (L \cos\theta) - mg \left(\frac{L}{2} \cos\theta\right) = 0 Dividing the entire torque equation by Lcos⁡θL \cos\theta: N1tan⁡θ+f1=mg2— (Equation 1)N_1 \tan\theta + f_1 = \frac{mg}{2} \quad \text{--- (Equation 1)}


2. Evaluation of Options

Case 1: When μ1≠0\mu_1 \neq 0 and μ2≠0\mu_2 \neq 0 (Checking Option C)

When the ladder is on the verge of slipping, the frictional forces reach their maximum static limit: f1=μ1N1andf2=μ2N2f_1 = \mu_1 N_1 \quad \text{and} \quad f_2 = \mu_2 N_2

From the horizontal equilibrium condition: N1=f2=μ2N2N_1 = f_2 = \mu_2 N_2

Substituting N1N_1 into the vertical equilibrium equation: N2+f1=mg  ⟹  N2+μ1N1=mgN_2 + f_1 = mg \implies N_2 + \mu_1 N_1 = mg N2+μ1(μ2N2)=mgN_2 + \mu_1 (\mu_2 N_2) = mg N2(1+μ1μ2)=mg  ⟹  N2=mg1+μ1μ2N_2 (1 + \mu_1 \mu_2) = mg \implies N_2 = \frac{mg}{1 + \mu_1 \mu_2}

Thus, Option C is correct.


Case 2: When μ1=0\mu_1 = 0 and μ2≠0\mu_2 \neq 0 (Checking Options A and D)

If the wall is smooth (μ1=0\mu_1 = 0), there is no friction force at the wall, i.e., f1=0f_1 = 0.

Substituting f1=0f_1 = 0 into Equation 1: N1tan⁡θ+0=mg2  ⟹  N1tan⁡θ=mg2N_1 \tan\theta + 0 = \frac{mg}{2} \implies N_1 \tan\theta = \frac{mg}{2}

Also, from vertical equilibrium: N2+0=mg  ⟹  N2=mgN_2 + 0 = mg \implies N_2 = mg

Thus:

  • Option D correctly gives N1tan⁡θ=mg2N_1 \tan\theta = \frac{mg}{2}.
  • Option A incorrectly states N2tan⁡θ=mg2N_2 \tan\theta = \frac{mg}{2}.

Therefore, Option D is correct, while Option A is incorrect.


Case 3: When μ1≠0\mu_1 \neq 0 and μ2=0\mu_2 = 0 (Checking Option B)

If the floor is smooth (μ2=0\mu_2 = 0), then f2=0f_2 = 0, which implies N1=0N_1 = 0. If N1=0N_1 = 0, static equilibrium cannot be maintained because N1tan⁡θ+f1=mg2N_1 \tan\theta + f_1 = \frac{mg}{2} would require f1=mg2f_1 = \frac{mg}{2}, but maximum possible friction at the wall is f1,max⁡=μ1N1=0f_{1,\max} = \mu_1 N_1 = 0. Thus, the ladder cannot remain in equilibrium without floor friction.

Therefore, Option B is incorrect.


Conclusion

The correct options are C and D.