Question

Difficulty: HardEquilibrium of Forces, Center of Gravity and Moments

A uniform rigid beam MNMN of length 2.0 m2.0\text{ m} and weight 80 N80\text{ N} is smoothly pivoted at end MM. A vertical load of 120 N120\text{ N} is hung at a distance of 1.5 m1.5\text{ m} from MM. The beam is held horizontally in equilibrium by a cable attached at end NN pulling upward at an angle of 3030^\circ to the horizontal beam. What is the magnitude of the tension in the cable?

  1. A
    100 N100\text{ N}
  2. B
    130 N130\text{ N}
  3. 260 N260\text{ N}Answer
  4. D
    340 N340\text{ N}

Answer

The magnitude of the tension in the cable is 260 N260\text{ N}.
For rotational equilibrium about pivot MM, the sum of clockwise moments must equal the counterclockwise moment. Clockwise moment from the beam's weight and load is (80 N×1.0 m)+(120 N×1.5 m)=260 Nm(80\text{ N} \times 1.0\text{ m}) + (120\text{ N} \times 1.5\text{ m}) = 260\text{ N}\cdot\text{m}. Counterclockwise moment from the cable tension is T×2.0 m×sin(30)=1.0T NmT \times 2.0\text{ m} \times \sin(30^\circ) = 1.0 T\text{ N}\cdot\text{m}. Equating the two gives T=260 NT = 260\text{ N}.

Step-by-Step Solution

1
Identify the positions and lines of action of all forces relative to pivot MM.
The weight of the uniform beam (80 N80\text{ N}) acts at its center of gravity (1.0 m1.0\text{ m} from MM). The suspended load (120 N120\text{ N}) acts at 1.5 m1.5\text{ m} from MM. Cable tension TT acts at 2.0 m2.0\text{ m} from MM at an angle of 3030^\circ to the beam.
Rotational equilibrium requires evaluating moments created by all forces about the pivot point.
2
Calculate the sum of clockwise moments about pivot MM.
τclockwise=(80 N×1.0 m)+(120 N×1.5 m)=80 Nm+180 Nm=260 Nm\sum \tau_{\text{clockwise}} = (80\text{ N} \times 1.0\text{ m}) + (120\text{ N} \times 1.5\text{ m}) = 80\text{ N}\cdot\text{m} + 180\text{ N}\cdot\text{m} = 260\text{ N}\cdot\text{m}.
Both downward forces exert clockwise turning effects about pivot MM.
3
Determine the counterclockwise moment exerted by the inclined cable tension TT.
\tau_{\text{counterclockwise}} = T \times d \sin\theta = T \times 2.0\text{ m} \times \sin(30^\circ) = 1.0 T\text{ N}\cdot\text{m}.
Only the component of tension perpendicular to the beam (Tsin30T \sin 30^\circ) produces a moment about the pivot.
4
Apply the Principle of Moments to calculate tension TT.
1.0 T = 260 \implies T = 260\text{ N}.
For the beam to remain horizontally balanced, total clockwise moment must equal total counterclockwise moment.

Key Concept

Principle of Moments and Rotational Equilibrium with Inclined Forces
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