Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value of (a) the shear, (b) the bending moment. 3 kips/ft 30 kips C B -6 ft- -3 ft Fig. P5.10

Elements Of Electromagnetics
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**Shear and Bending-Moment Diagrams for Beams**

**Objective:**
To draw the shear and bending-moment diagrams for the beam and loading shown, and to determine the maximum absolute value of:
- (a) the shear
- (b) the bending moment

**Description of Beam Configuration:**
- The beam is simply supported with support at points A and B.
- There is a uniformly distributed load of 3 kips/ft spanning from point A to point C.
- An additional concentrated load of 30 kips is applied at point B.

**Dimensions:**
- The total length of the beam is 9 ft, with the segment AC being 6 ft long and the segment CB being 3 ft long.

**Diagram Explanation:**
- The beam diagram shows the distribution of the loads and the points of support. The distributed load creates an arrow pattern depicting the load per unit length (3 kips/ft), and a single downward arrow at point B represents the concentrated load (30 kips).

**Figure Reference:**
- Fig. P5.10 shows the layout and loading of the beam for reference in solving shear and moment problems.

In-depth analysis would involve calculating reactions at supports, constructing shear force and bending moment equations, and plotting respective diagrams for visualization of internal forces along the beam’s length.
Transcribed Image Text:**Shear and Bending-Moment Diagrams for Beams** **Objective:** To draw the shear and bending-moment diagrams for the beam and loading shown, and to determine the maximum absolute value of: - (a) the shear - (b) the bending moment **Description of Beam Configuration:** - The beam is simply supported with support at points A and B. - There is a uniformly distributed load of 3 kips/ft spanning from point A to point C. - An additional concentrated load of 30 kips is applied at point B. **Dimensions:** - The total length of the beam is 9 ft, with the segment AC being 6 ft long and the segment CB being 3 ft long. **Diagram Explanation:** - The beam diagram shows the distribution of the loads and the points of support. The distributed load creates an arrow pattern depicting the load per unit length (3 kips/ft), and a single downward arrow at point B represents the concentrated load (30 kips). **Figure Reference:** - Fig. P5.10 shows the layout and loading of the beam for reference in solving shear and moment problems. In-depth analysis would involve calculating reactions at supports, constructing shear force and bending moment equations, and plotting respective diagrams for visualization of internal forces along the beam’s length.
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