For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment Mfor any location in the beam. (Place the origin at point A.) Let w = 19.0 kips/ft, a=5.0 ft, and b=15.5 ft. Construct the shear-forceand bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this G0 exercise.Calculate the reaction forces By and Cyacting on the beam. Positive values for the reactions are indicated by the directions of thered arrows shown on the free-body diagram below. (Note: Since Bx = 0, it has been omitted from the free-body diagram.)BCbByCyAnswers:By =ikipsCy =ikips (a) x = 5.0- ft (i.e., just to the left of support B)(b) x = 5.0+ ft (i.e., just to the right of support B)(c) x = 19.5 ft(d) x = 20.5- 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 convention detailed in Section 7.2.Answers:(a) V=kips(b) V=kips(c) V-ikips(d) V =ikipsDetermine the bending moment acting at each of the following locations:(a) x = 5.0 ft (i.e., at support B)(b) x = 19.5 ftNote that x = 0 at point A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.Answers:(a) M =ikips-ft(b) М-ikips-ftUse your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax, pos themaximum negative bending moment, Mmax, neg and their respective locations, Xmax, pos and Xmax, neg. Use the bending-moment signconvention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolutevalue. Enter the maximum negative bending moment as a negative value.Answers:Mmax, pos=kips-ft,, Xmax, posiftMmax, negkips-ft,iXmax, negft

removing the support and applying the reaction Applying the equilibrium equation ∑MD=0RB X 7.5-80…

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 = 19.0 kips/ft, a=5.0 ft, and b-15.5 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. B

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 = 19.0 kips/ft, a=5.0 ft, and b-15.5 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. B

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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