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Part 4 Your answer is partially correct. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, Xmax. Use the bending-moment sign convention detailed in Section 7.2. Answers: Mmax= Xmax = i 818 12.690 ft kips-ft

Part 4 Your answer is partially correct. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, Xmax. Use the bending-moment sign convention detailed in Section 7.2. Answers: Mmax= Xmax = i 818 12.690 ft kips-ft

Elements Of Electromagnetics
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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Part 4 - Your answer is partially correct. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, Xmax. Use the bending-moment sign convention detailed in Section 7.2. Answers: Mmax Xmax = i 818 12.690 ft kips-ft
Transcribed Image Text:Part 4 - Your answer is partially correct. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, Xmax. Use the bending-moment sign convention detailed in Section 7.2. Answers: Mmax Xmax = i 818 12.690 ft kips-ft
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment for any location in the beam. (Place the origin at point A.) Let a=6.5 ft, b=20.5 ft, P = 42 kips and w = 6.5 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. A Ay Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of th red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Answers: Ay= a Cy= B B a 82.234 93.016 b P b B C₂ kips C kips W b Cy
Transcribed Image Text:For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment for any location in the beam. (Place the origin at point A.) Let a=6.5 ft, b=20.5 ft, P = 42 kips and w = 6.5 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. A Ay Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of th red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Answers: Ay= a Cy= B B a 82.234 93.016 b P b B C₂ kips C kips W b Cy
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