Welcome back Tribal — missed you this week.
Let's solve this problem by applying the conditions for static equilibrium.
Step 1: Identify Forces and Set Up the Diagram
Let the base of the ladder be point A (on the ground) and the top be point B (against the wall).
- Forces at A (ground):
- Normal reaction force from the ground, N_A (vertically upwards).
- Friction force from the ground, F_f (horizontally towards the wall, preventing slip).
- Forces at B (wall):
- Normal reaction force from the wall, N_B (horizontally away from the wall, since the wall is smooth, there is no vertical friction).
- Weights:
- Weight of the ladder, W, acting downwards at its center. The center is at a distance 'a' from point A.
- Weight of the man, 4W, acting downwards at a distance (2/3) × 2a = 4a/3 from point A.
- The ladder makes an angle θ = 60° with the horizontal.
Step 2: Apply Equilibrium Conditions
-
Sum of vertical forces (ΣF_y = 0):
The upward normal force from the ground must balance the downward weights.
N_A - W - 4W = 0
N_A = 5W
-
Sum of horizontal forces (ΣF_x = 0):
The friction force at the ground must balance the normal force from the wall.
F_f - N_B = 0
F_f = N_B
-
Sum of moments about point A (Στ_A = 0):
We choose point A as the pivot to eliminate the moments due to N_A and F_f, as they pass through A.
Taking counter-clockwise moments as positive:
The normal force from the wall (N_B) creates a counter-clockwise moment. Its lever arm is the vertical height of point B, which is 2a sin(60°).
The weight of the ladder (W) creates a clockwise moment. Its lever arm is the horizontal distance from A to its line of action, which is a cos(60°).
The weight of the man (4W) creates a clockwise moment. Its lever arm is the horizontal distance from A to its line of action, which is (4a/3) cos(60°).
N_B (2a sin(60°)) - W (a cos(60°)) - 4W ((4a/3) cos(60°)) = 0
Substitute sin(60°) = √(3)/2 and cos(60°) = 1/2:
N_B (2a √(3)/2) - W (a/2) - 4W ((4a/3)/2) = 0
N_B a √(3) - Wa/2 - 4W (4a/6) = 0
N_B a √(3) - Wa/2 - 8Wa/3 = 0
Divide the entire equation by 'a':
N_B √(3) - W/2 - 8W/3 = 0
Combine the W terms:
W/2 + 8W/3 = (3W + 16W)/6 = 19W/6
So, N_B √(3) = 19W/6
N_B = (19W) / (6√(3))
Step 3: Apply the Condition for Slipping
When the ladder begins to slip, the friction force F_f reaches its maximum value, which is given by F_f = μ N_A, where μ is the coefficient of friction.
From our horizontal force equilibrium, we know F_f = N_B.
Therefore, N_B = μ N_A
Now, substitute the expressions we found for N_B and N_A:
(19W) / (6√(3)) = μ (5W)
Solve for μ:
μ = [(19W) / (6√(3))] / (5W)
μ = 19 / (6√(3) × 5)
μ = 19 / (30√(3))
To rationalize the denominator, multiply the numerator and denominator by √(3):
μ = (19 × √(3)) / (30√(3) × √(3))
μ = (19√(3)) / (30 × 3)
μ = (19√(3)) / 90
What's next?