The downward forces represent the weights of machinery on the beam shown in (Figure 1). Assume the beam is uniform and has a mass of 280 kg . Part A Calculate FA for the beam. Part B Calculate FB for the beam.
The downward forces represent the weights of machinery on the beam shown in (Figure 1). Assume the beam is uniform and has a mass of 280 kg . Part A Calculate FA for the beam. Part B Calculate FB for the beam.
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The downward forces represent the weights of machinery on the beam shown in (Figure 1). Assume the beam is uniform and has a mass of 280 kg .
Part A
Calculate FA for the beam.
Part B
Calculate FB for the beam.

Transcribed Image Text:This image depicts a beam supported at two points with several forces acting on it. The beam is horizontal, and the forces are represented by vertical arrows indicating their direction and magnitude.
1. **Support Forces:**
- \(\vec{F}_A\): Upward force at the left end of the beam.
- \(\vec{F}_B\): Upward force at the right end of the beam.
2. **Applied Forces:**
- 4300 N: Downward force located 2 meters from the left end.
- 3100 N: Downward force located 6 meters from the left end (or 4 meters from the 4300 N force).
- 2200 N: Downward force located 9 meters from the left end (or 3 meters from the 3100 N force).
3. **Distances:**
- The total length of the beam is interpreted based on the sum of individual sections: 2 m + 4 m + 3 m + 1 m = 10 m.
- Distance between forces and supports are clearly marked to depict precise force application points.
The diagram provides a classic scenario for solving static equilibrium problems, where the sum of forces and moments about any point must be zero for the system to be in equilibrium.
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