**Part A - Draw the Shear Diagram****Task Instructions:**Given the beam and its corresponding free-body diagram, draw the shear diagram.1. **Begin by placing vertical lines.** Place the appropriate function between the vertical lines, ensuring the endpoints have the correct values.2. **Note -** You should not draw an extra vertical line at the location of any applied moment.3. **Note 2 -** Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same place, they will overlap, but the system will mark it wrong.**Hint Access:**- [View Available Hint(s)]**Diagram Description:**- The beam diagram at the top shows a horizontal beam subjected to a distributed load of 1.0 kip/ft over a section of 4 ft.- A moment of 12 ft-kips is applied at the midpoint of the beam.- The beam also has reactions: \( R_B = 5.25 \) kips on the left and \( R_D = 1.25 \) kips on the right.- The beam is divided into sections with distances marked: 4 ft, 8 ft, and 8 ft.**Graph Analysis:**- The shear force diagram is below the beam diagram, represented with vertical lines and a plotted function graph (not yet drawn, as indicated by no elements selected).- The y-axis represents the shear force \( V \) in kips, ranging from -4.00 to 4.00.- The x-axis is aligned with the beam’s horizontal representation, denoting distances along the beam.

Part A Draw the shear diagram Given the beam and its corresponding free-body diagram, draw the shear diagram. Begin by placing vertical lines. Place the appropriate function between the vertical lines, ensuring the endpoints have the correct values. Note - You should not draw an extra vertical line at the location of any applied moment. Note 2 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same p overlap, but the system will mark it wrong. ► View Available Hint(s) + M No elements selected K-4ft 1.0 kip/ft V (kip) 4.00+ 3.00+ RB = 5.25 kips -8 ft- 12 ft-kips -8 ft· RD = 1.25 kips

Part A Draw the shear diagram Given the beam and its corresponding free-body diagram, draw the shear diagram. Begin by placing vertical lines. Place the appropriate function between the vertical lines, ensuring the endpoints have the correct values. Note - You should not draw an extra vertical line at the location of any applied moment. Note 2 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same p overlap, but the system will mark it wrong. ► View Available Hint(s) + M No elements selected K-4ft 1.0 kip/ft V (kip) 4.00+ 3.00+ RB = 5.25 kips -8 ft- 12 ft-kips -8 ft· RD = 1.25 kips

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

**Part A - Draw the Shear Diagram**

**Task Instructions:**

Given the beam and its corresponding free-body diagram, draw the shear diagram.

1. **Begin by placing vertical lines.** Place the appropriate function between the vertical lines, ensuring the endpoints have the correct values.

2. **Note -** You should not draw an extra vertical line at the location of any applied moment.

3. **Note 2 -** Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same place, they will overlap, but the system will mark it wrong.

**Hint Access:**
- [View Available Hint(s)]

**Diagram Description:**

- The beam diagram at the top shows a horizontal beam subjected to a distributed load of 1.0 kip/ft over a section of 4 ft.
- A moment of 12 ft-kips is applied at the midpoint of the beam.
- The beam also has reactions: \( R_B = 5.25 \) kips on the left and \( R_D = 1.25 \) kips on the right.
- The beam is divided into sections with distances marked: 4 ft, 8 ft, and 8 ft.

**Graph Analysis:**

- The shear force diagram is below the beam diagram, represented with vertical lines and a plotted function graph (not yet drawn, as indicated by no elements selected).
- The y-axis represents the shear force \( V \) in kips, ranging from -4.00 to 4.00.
- The x-axis is aligned with the beam’s horizontal representation, denoting distances along the beam.

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