3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. = 350 Ibf, V2 = 31Ibf/in, V3 = 10 in, and V4 = 5 in.v1v2v4v4Provide values at all key points shown in the given shear-force and bending-moment diagrams.n v IVn meAB0.00RD0.00PShear Diagramin.)The reaction force Ro=The bending moment Mo=Ibf.Ibf-in.In the shear-force and bending-moment diagrams given,A =B =LIbfIbfC=IbfD=IbfP=Ibf-inIbf-inR=Ibf-in

Answered: Image /qna-images/answer/81af9509-8282-42d2-9a5e-6401e4608acc.jpg

Answered: For the beam shown, find the reactions…

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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Let a=4 ft, b=6 ft, c=4 ft and w-7.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions a B b W C- C D -X Calculate the reaction forces Ay acting on the beam. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Final answer in kips rounded-off to 1 decimal place
3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points within the diagrams.
Please only include the sketch mentioned in the question as I have already provided the calculation and answers to the question.
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 a-3.25 m, b=4.75 m, Pg - 35kN, and Pc = 80kN. 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- 58.66 - Dy- Calculate the reaction forces A, and Dy 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 Ax = 0, it has been omitted from the free-body diagram.) Answers: a 56.33 (a) V= (b) V- (c) V- B i i PB B kN с kN C Determine the shear force acting at each of the following locations: (a) x-2m (b)x - 4 m (c) x-8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. 3 3 3 KN D b kN D ·x Dy
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=2.50 m, b=4.25 m, PB = 45kN, and Pc = 90kN. 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. Answers: Ay = Dy= Mi i B Calculate the reaction forces Ay and Dy 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 Ax = 0, it has been omitted from the free-body diagram.) PB a PB B a Pc a Pc C kN b KN b D X D₂ X
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=2.75 m, b=5.00 m, PB = 60KN, and Pc = 80kN. 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. Answers: Ay = Dy= tel tel a i B a Calculate the reaction forces Ay and Dy 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 Ax = 0, it has been omitted from the free-body diagram.) PB B a PB Pc a C Pc C KN b KN D b D X D₂ X
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 a-3.25 m, b=4.75 m, Pg = 35kN, and Pc = 80kN. 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. Answers: Ay= Dy = a M. B a PB Calculate the reaction forces Ay and Dy 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 Ax = 0, it has been omitted from the free-body diagram.) PB Pc a Pc kN b KN D b D X D X
60 kN 12 kN/m 200 kN.m Ca B 5 m A -5 m -10 m- 5 m- a) Determine the reactions at supports B (pin) and C (roller). b) Determine the internal loading at x= 10 m (point E) measured from point A. Write functions for shear force (V) in terms of x d) Write functions for bending moment (M) in terms of x. Draw Shear Force Diagram (SFD) for whole beam f) Draw Bending Moment Diagram (BMD) for whole beam g) Determine the maximum moment Mmax With its location
do this immediately please
For the beam shown, derive the expressions for shear and moment. Show complete solutions. Simplify all equations. Then draw the shear force and bending moment diagrams below the load diagram. Draw to scale. 1. Shear and Moment Diagram: 18 kN/m 25 kN-m A E |C ImIm - 2 m 3 m· Shear Equation Moment Equation Segment AB Segment BC Segment CD Segment DE Point of Zero Shear: Moment at point of zero shear:
What is the magnitude of the reaction force at RAX and RAY in Newtons What is the magnitude of the reaction force, RBX and RBY in Newtons.

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For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V= 350 Ibf, V2 = 31 Ibf/in, V3 = 10 in, and V4 = 5 in. v2