Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Textbook Question
Chapter 13, Problem 13.49SP
Refer to the indicated problem and draw complete shear and bending moment diagrams. Show ordinates at key points and indicate magnitude of shear and moment.
Neglect the beam weight.13.49 Problem 13.8(a)
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Consider the beam and loading shown.
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
a.Identify all the equations that describe the shear over any portion of the beam. Solve the problem using the method of sections.
b.Identify the correct shear diagram. Solve the problem using the method of sections.
c.Identify all the equations that describe the bending-moment over any portion of the beam. Solve the problem using the method of sections.
d.Identify the correct bending-moment diagram. Solve the problem using the method of sections.
Part 1
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M
for any location in the beam. (Place the origin at point A.) Let w = 9.5 kips/ft, a=10.5 ft, and b=22.0 ft. Construct the shear-force
and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.
Your answer is partially correct.
Answers:
By=
Cy=
Calculate the reaction forces By and C, acting on the beam. Positive values for the reactions are indicated by the directions of the
red arrows shown on the free-body diagram below. (Note: Since Bx = 0, it has been omitted from the free-body diagram.)
a
231.1875
B
i 77.1875
W
B
b
W
b
kips
kips
Cy
X
refer to the beam shown and draw complete shear and bending moment diagrams. show ordinates at key points and indicate magnitude of shear and moment
Chapter 13 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 13 - through 13.6 Calculate the reactions at points A...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - through 13.6 Calculate the reactions at points A...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the shear and bending moment at 4 m and...Ch. 13 - Calculate the shear and bending moment at 3 ft and...Ch. 13 - Calculate the shear and bending moment at midspan...Ch. 13 - Calculate the shear and bending moment at 5 ft and...
Ch. 13 - Calculate the shear and bending moment at 5 m and...Ch. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - Prob. 13.14PCh. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - A moving-load system is composed of two...Ch. 13 - A moving-load system is composed of two...Ch. 13 - One of the standard truck loads used in the design...Ch. 13 - Write a computer program that will calculate the...Ch. 13 - Write a program that will calculate the shear and...Ch. 13 - Viking Consultants wishes to generate a table of...Ch. 13 - Calculate the reactions for the simple beams...Ch. 13 - Calculate the reactions for the overhanging beams...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - For the beams of Problem 13.33, calculate the...Ch. 13 - For the beam shown, calculate the shear and...Ch. 13 - Calculate the shear and bending moment at points 4...Ch. 13 - Calculate the shear arid bending moment at points...Ch. 13 - Calculate the shear and bending moment at points...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - A two-axle roller with axles 5 m apart passes over...Ch. 13 - A moving load system with wheels at fixed...Ch. 13 - A moving-load system with wheels spaced as shown...
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- Question #2: Draw complete shear and bending moment diagrams. Neglect the beam weight. 10 kips 0.5 kips/ft kips B 5' - O" 8' O" 10' 6' - 0"arrow_forwardReply as soon as posible. Static Problem.arrow_forwardPart 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A) Let w - 3.5 kips/ft, a-10.0 ft, and b-24.5 ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces By and Cyacting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since B, - 0, it has been omitted from the free-body diagram.) Answers: By- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x - 10.0- ft (ie, just to the left of support B) (b) x - 10.0+ ft (i.e, just to the right of support B) (c) x- 33.5 ft (d) x = 34.5- ft (i.e., just to the left of support C) Note that x- 0 at point A. When entering your answers, use the shear-force sign…arrow_forward
- Which of the following will NOT cause a vertical change in the bending moment diagram? Select one: O a. A pin support with an applied moment. O b. A fixed support. O c. A roller support with no applied moment. O d. An overhang with an applied moment.arrow_forwardName: Question Draw a shear and bending moment diagram for the beam and loading shown using the cut section method. Note: Show FBD and write equations for each section. 10 kN 1.5 m 1.5 m 3 kN/m 2.2 marrow_forwardDraw complete shear and bending moment diagrams. Show ordinates at key points and indicate magnitude of shear and moment. Neglect the beam weight.arrow_forward
- Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-10.5 ft, b-24.0 ft, P- 20 kips and w - 5.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. B Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A, - 0, it has been omitted from the free-body diagram.) Answers: kips Cy- kips Part 2 Determine the shear force acting at each of the following locations: (a) x = 10.5-ft (i.e., just to the left of point B) (b) x = 10.5+ ft (i.e., just to the right of point B) (c) x = 32.5 ft Note that x-0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.…arrow_forwardsolid mechanicsarrow_forwardDraw the load (FBD) and the bending moment diagrams that correspond to the given shear force diagram with appropriate labeling and values. Assume no couples are applied to the beam.arrow_forward
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Bending Stress; Author: moodlemech;https://www.youtube.com/watch?v=9QIqewkE6xM;License: Standard Youtube License