4-m-long beam is loaded as shown. Determine the loading of Prob. 3.101 that is equivale

Elements Of Electromagnetics
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 A 4-m-long beam is loaded as shown. Determine the loading of Prob. 3.101 that is equivalent to this loading.

The image illustrates a beam supported at two points, A and B, with forces and moments acting on it. 

1. **Applied Forces**:
   - A force of 200 N is acting downward at point A.
   - A force of 400 N is acting downward at point B.
   - The distance between points A and B is 4 meters.

2. **Moments**:
   - At point A, there is a counterclockwise moment of 400 N·m.
   - At point B, there is a clockwise moment of 2800 N·m.

The forces and moments indicate how the beam is being acted upon, impacting its equilibrium and stability. The illustration is useful for understanding concepts in mechanics such as force distribution, equilibrium, and moments.
Transcribed Image Text:The image illustrates a beam supported at two points, A and B, with forces and moments acting on it. 1. **Applied Forces**: - A force of 200 N is acting downward at point A. - A force of 400 N is acting downward at point B. - The distance between points A and B is 4 meters. 2. **Moments**: - At point A, there is a counterclockwise moment of 400 N·m. - At point B, there is a clockwise moment of 2800 N·m. The forces and moments indicate how the beam is being acted upon, impacting its equilibrium and stability. The illustration is useful for understanding concepts in mechanics such as force distribution, equilibrium, and moments.
The image shows a series of diagrams labeled (a) through (h), illustrating different beam loading scenarios with forces and moments depicted:

(a) Two forces acting downward: 400 N at point A and 200 N at point B, 4 meters apart. A clockwise moment of 1800 N·m is applied at point B.

(b) One force of 600 N downward with a counterclockwise moment of 900 N·m at the right end.

(c) A 900 N force downwards at the right end, with a counterclockwise moment of 4500 N·m at the same end.

(d) Two downward forces of 400 N and 800 N with clockwise moments of 2300 N·m and 200 N·m at the right end.

(e) Two downward forces of 400 N and 200 N with moments: counterclockwise 200 N·m on the left and clockwise 400 N·m on the right.

(f) A 300 N downward force with an 800 N downward force on the other side, moments of 300 N·m clockwise and 200 N·m counterclockwise.

(g) A 200 N downward force with a counterclockwise moment of 200 N·m on the left, and an 800 N downward force with a 4000 N·m clockwise moment on the right.

(h) Two downward forces of 300 N each with moments of 2400 N·m clockwise and 300 N·m counterclockwise.

Each diagram represents a beam with a different configuration of forces and moments applied. These illustrations are examples for analyzing beams using equivalent force-couple systems in statics.

Fig. P3.101
Transcribed Image Text:The image shows a series of diagrams labeled (a) through (h), illustrating different beam loading scenarios with forces and moments depicted: (a) Two forces acting downward: 400 N at point A and 200 N at point B, 4 meters apart. A clockwise moment of 1800 N·m is applied at point B. (b) One force of 600 N downward with a counterclockwise moment of 900 N·m at the right end. (c) A 900 N force downwards at the right end, with a counterclockwise moment of 4500 N·m at the same end. (d) Two downward forces of 400 N and 800 N with clockwise moments of 2300 N·m and 200 N·m at the right end. (e) Two downward forces of 400 N and 200 N with moments: counterclockwise 200 N·m on the left and clockwise 400 N·m on the right. (f) A 300 N downward force with an 800 N downward force on the other side, moments of 300 N·m clockwise and 200 N·m counterclockwise. (g) A 200 N downward force with a counterclockwise moment of 200 N·m on the left, and an 800 N downward force with a 4000 N·m clockwise moment on the right. (h) Two downward forces of 300 N each with moments of 2400 N·m clockwise and 300 N·m counterclockwise. Each diagram represents a beam with a different configuration of forces and moments applied. These illustrations are examples for analyzing beams using equivalent force-couple systems in statics. Fig. P3.101
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