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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Chapter 13, Problem 13.57SP
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.13.57 Problem 13.10 (b)
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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.
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
Reply as soon as posible. Static Problem.
Chapter 13 Solutions
Applied Statics and Strength of Materials (6th Edition)
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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_forwardSheer and bending moments assignmentarrow_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
- Name: 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_forwardPart 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 Xarrow_forwardCHAPTER THIR free-body diagrams. chrough 13.47 Refer to the beam shown and draw complete bear and bending monment diagrams. Show ordinates at key points and indicate magnitude of shear and moment. Neglect the beam weight. 8 kips 6 kips 1.5 kips/ft 8'-0" EM 13.39 100 lb 100 lb 300 lb/ft -200 lb/ft B. A.arrow_forward
- Note: Solve the exercise #2 problem with the same way and steps on how the sample problem #3 was solved.arrow_forwardDraw complete shear and bending moment diagrams. Show ordinates at key points and indicate magnitude of shear and moment. Neglect the beam weight.arrow_forwardsolid mechanicsarrow_forward
- Express your intermediate answers with at least FOUR decimal places and simplify yourFINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERSarrow_forwardDraw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. 100 N L1 This is not your own property so do not use it in any way as if it were your own. M L1= 206 N/m L2 = 30 N/m L3 = 214 N/m ° L4 = 89 N/m M = 89 N-m A Simplified of the you to repro 3. Any rexodus ers have Exploratory Distance x= L2 1.5 m Shear (N) D This is not your own property so do not use it in any way as if it were your own. 2.5m Bending Moment (N-m) L4 с L3arrow_forwardSolve the internal forces on the given beams. Problem Instructions: The cutting plane should pass through the midspan of the beam. From the midspan of the beam, consider 3 sections to the left, and 3 sections to the right. Each section should have its own free body diagram. Show that the internal forces at the left section is equal with the right section. NOTE: For consistency and accuracy, intermediate values must not be rounded off. Final answers must be expressed in four decimal places (final answers only). Final answers should not be expressed in terms of fraction or pi. Indicate proper units as specified in the problem.arrow_forward
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