Forces, Density and Pressure: Question 3

Syllabus 4.1, 4.2

Structured AS 9 marks

A uniform ladder AB has length 4.0 m4.0\text{ m} and weight 200 N200\text{ N}. End A (the foot) rests on rough horizontal ground, and end B (the top) rests against a smooth vertical wall, so that the ladder makes an angle of 6060^\circ with the ground. Because the wall is smooth, it can only push on the ladder perpendicular to itself (horizontally); because the ground is rough, it can exert both a normal reaction and a frictional force on the ladder. A person of weight 600 N600\text{ N} stands on the ladder at a point 3.0 m3.0\text{ m} from A, measured along the ladder.

(a) By taking moments about A, calculate the normal reaction force NN exerted by the wall on the ladder at B. [4]

(b) By resolving forces horizontally and vertically, calculate the frictional force and the normal reaction force exerted by the ground on the ladder at A. [3]

(c) Determine the magnitude and direction of the resultant force exerted by the ground on the ladder at A. [2]

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Worked solution

Setting up the problem

Place the foot of the ladder at A, with the wall vertical and the ground horizontal. Since the ladder makes 6060^\circ with the ground, a point a distance ss along the ladder from A is a horizontal distance scos60s\cos60^\circ from A and a height ssin60s\sin60^\circ above A.

The forces on the ladder are: its own weight 200 N200\text{ N}, acting at its midpoint, 2.0 m2.0\text{ m} from A along the ladder; the person’s weight 600 N600\text{ N}, acting 3.0 m3.0\text{ m} from A along the ladder; the wall’s normal reaction NN on the ladder at B, which is horizontal (a smooth wall exerts no friction); and, at A, the ground’s normal reaction NgN_g (vertical) and frictional force FF (horizontal, acting towards the wall to stop the foot sliding away from it).

Part (a): Normal reaction from the wall

Take moments about A. The ground’s normal reaction NgN_g and friction FF both act at A, so neither has any perpendicular distance from A and neither appears in the moments equation. This is exactly why A is the useful pivot for finding NN.

The perpendicular distance from A to the horizontal line of action of NN is the height of B above A: 4.0sin60=4.0×32=2.03 m4.0\sin60^\circ = 4.0\times\frac{\sqrt{3}}{2} = 2.0\sqrt{3}\text{ m}

The perpendicular distance from A to the vertical line of action of each weight is its horizontal distance from A: ladder’s weight: 2.0cos60=2.0×0.5=1.0 m\text{ladder's weight: } 2.0\cos60^\circ = 2.0\times0.5 = 1.0\text{ m} person’s weight: 3.0cos60=3.0×0.5=1.5 m\text{person's weight: } 3.0\cos60^\circ = 3.0\times0.5 = 1.5\text{ m}

The weight of the ladder and the weight of the person both tend to rotate the ladder about A so that B slides down the wall; the wall’s reaction NN, acting horizontally at B, opposes this. By the principle of moments: N×2.03=(200×1.0)+(600×1.5)N\times2.0\sqrt{3} = (200\times1.0)+(600\times1.5) N×2.03=200+900=1100N\times2.0\sqrt{3} = 200+900 = 1100 N=11002.03=5503=55033N = \frac{1100}{2.0\sqrt{3}} = \frac{550}{\sqrt{3}} = \frac{550\sqrt{3}}{3} N317.5 N318 N (3 s.f.)N \approx 317.5\text{ N} \approx 318\text{ N (3 s.f.)}

Part (b): Frictional and normal reaction forces from the ground

Horizontally (Fx=0\sum F_x = 0): the only other horizontal force on the ladder is the wall’s reaction NN, which pushes the ladder away from the wall. The ground’s friction FF must balance this, acting towards the wall: F=N=55033317.5 N318 N (3 s.f.), directed horizontally towards the wallF = N = \frac{550\sqrt{3}}{3} \approx 317.5\text{ N} \approx 318\text{ N (3 s.f.), directed horizontally towards the wall}

Vertically (Fy=0\sum F_y = 0): the wall is smooth, so it exerts no vertical force at all. The ground’s normal reaction NgN_g must alone support the total weight: Ng=200+600=800 N, upwardN_g = 200+600 = 800\text{ N, upward}

Part (c): Resultant force from the ground

Combine the two perpendicular components FF and NgN_g with Pythagoras’ theorem, keeping FF in its exact unrounded form so no rounding error is carried through: F2=(55033)2=5502×39=3025003100,833 N2F^2 = \left(\frac{550\sqrt{3}}{3}\right)^2 = \frac{550^2\times3}{9} = \frac{302500}{3} \approx 100{,}833\text{ N}^2 R=F2+Ng2=100,833+640,000=740,833R = \sqrt{F^2+N_g^2} = \sqrt{100{,}833+640{,}000} = \sqrt{740{,}833} R860.7 N861 N (3 s.f.)R \approx 860.7\text{ N} \approx 861\text{ N (3 s.f.)}

The direction, measured above the horizontal: θ=arctan(NgF)=arctan(8005503/3)=arctan(16311)arctan(2.519)68.4 (3 s.f.)\theta = \arctan\left(\frac{N_g}{F}\right) = \arctan\left(\frac{800}{550\sqrt{3}/3}\right) = \arctan\left(\frac{16\sqrt{3}}{11}\right) \approx \arctan(2.519) \approx 68.4^\circ\text{ (3 s.f.)}

So the ground exerts a force of about 861 N861\text{ N} on the ladder, at about 68.468.4^\circ above the horizontal, directed towards the wall.

Final answers

  • (a) N318 NN \approx \boxed{318}\text{ N}
  • (b) Frictional force F318 NF \approx \boxed{318}\text{ N} (towards the wall); normal reaction Ng=800 NN_g = \boxed{800}\text{ N} (upward)
  • (c) Resultant force 861 N\approx \boxed{861}\text{ N}, at about 68.4\boxed{68.4}^\circ above the horizontal, directed towards the wall