need answers with solutions pls, I need it asap, thank you!! Part 3Determine the bending moment acting at each of the following locations:(a) x- 13.5-ft (l.e. Just to the left of point B)(b) x- 13.5+ felie. just to the right of point B)(c) x- 19.5 ft (le at point C)(d) x- 27.0 ftNote thatx-0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 72.Answers:(a) M-kips-ft(b) M-kips-ft(c) M-kips-ft(d) M-kips-ftSave for LaterAttempts: 0 of 1 used Submit AnswerPart 4Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmas pos, themaximum negative bending moment, Mrac nap. and their respective locations, Kra pos and Xmax, rep When entering your answersfor the maximum bending moments, use the shear-force and bending-moment sign conventions detalled in Section 7.2. Themaximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negativebending moment as a negative value.Answers:Mnas penkips-ft Kna por"ftManekips-ft XanegftSave for LaterAttempts: 0 of 1 used Submit Answer 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 o-135 ft. b-6.0 ft, c- 85 ft w-4 kips/ft and M- 185 klp-ft.Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequentparts of this GO exercise.Calculate the reaction forces A, and C, acting on the beam. Positive values for the reactions are indicated by the directions of thered arrows shown on the free-body dlagram below. (Note: Since A,-0, It has been omitted from the free-body diagram)Answers:A,-4108kips70.92kipsPart 2Determine the shear force acting at each of the following locations:(a) x-0+ ft (ie. just to the right of support A)(b) x - 135 ft (i.e, at point B)k)x- 195-ft lie. just to the left of the support C)(d) x- 19.5+ ft (ie. just to the right of the support (C)(e) x- 27.0ftNote that x-0at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2Answers:(a) V-kips(b) V-kips(c) V-kips(d) V-kips(e) V-kips

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Part 3 Determine the bending moment acting at each of the following locations: (a) x- 13.5-ft (l.e. Just to the left of point B) (b) x- 13.5+ felie. just to the right of point B) (c) x- 19.5 ft (le at point C) (d) x- 27.0 ft Note thatx-0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 72. Answers: (a) M- kips-ft (b) M- kips-ft (c) M- kips-ft (d) M- kips-ft Save for Later Attempts: 0 of 1 used Submit Answer Part 4 Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmas pos, the maximum negative bending moment, Mrac nap. and their respective locations, Kra pos and Xmax, rep When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detalled in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value. Answers: Mnas pen kips-ft Kna por" ft Mane kips-ft Xaneg ft Save for Later Attempts: 0 of 1 used Submit Answer