Determine the support reaction and draw the relationship between load, shear and moment diagram using area method for the following beam. 5kN.m a 2m b 4m ↓↓ 5.0 kN/m C whom 2m d
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- I am supposed to draw a shear force diagram and bending moment diagram for this frame. I found the exact same question and solution but it is the imperial version, not the SI version that I have so the numbers are different. Please draw the diagrams for this problem. I have done the question but I don't know if my answers are right after using the virtual work and force methods. Set Ax & Ay as redundants: Ex = 100kN ; Ey = 260kN ; ME = 445 kNm deltaAx = -1950/EI deltaAy = -2375/2EI fAx,Ax = 252/EI fAy,Ay = 125/3EI fAx,Ay = -75/EI Compatibility Equation: deltaAx + (fAx,Ax)(Ax) + (fAx,Ay)(Ay) = 0 deltaAy + (fAx,Ay)(Ax) + (fAy,Ay)(Ay) = 0 Ax = 34.94kN Ay = 91.38kN New reaction values: Ex = 65.06kN ; Ey = 168.62kN ; ME = 197.74kNmProblem 1 Load-Shear and Shear-Moment Relationships Requirements 1A. Reactions at the supports 1B. Shear diagram with the changes in shear based on load diagram 1C. Moment diagram with the changes in moment based on shear diagram 40KN 16KN/m 15KNM 1m 2m 3.0mI'm stuck with the attached problem. Can anyone please provide step by step solution with the FBD and shear and bending moment diagram? The start reaction is from A to B. Please help.
- Draw and label the diagram correctlyShow the complete solution. Determine the following:a. Shear and Bending Moment Equationb. Shear and Bending Moment Diagramc. MmaxCan you provide me the step by step process of this? Thank you! Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and shear-force diagram are provided.MA = 22 kN-mMB = 10 kN-mAy = 17.00 kNBy = 13.00 kNDraw the shear diagram under the free body diagram and moment diagramunder the shear diagram.
- IN-CLASS EX. 5-6 Draw the complete shearing force and bending moment diagrams for the beam. 800 N 1000 N 1200 N 100 mm 200 mm 50 150 mm A C E 250 mm Rg=600 N RD=2400 N 49Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 5 m, b = 3 m, PB = 55 kN, Pc = 75 kN, and PE = 25 kN. 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 PB Answer: Ay = i BO PB a B Pc 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.) D Pc D a D₂ PE a PE E kN, Dy= i -x E X kN.The flywheel causes a completely reverse bending on the shaft and the factor of safety is 2, determine: a. The ultimate tensile strength (Su) of the material if the Yield strength (Sy) is 0.6 of Ultimate strength. b. The fatigue life of the shaft given the fatigue strength (Sf) is equal to 0.8 Su and endurance Strength (Se) is equal to 0,5 Su, given the minimum stress is 0.3 of Maximum stress c. Draw the S-N diagram
- Q2: A cold drawn steel rod of circular cross- section is subjected to a variable bending moment of 565 N.m to 1130 N-m as the axial load varies from 4500 N to 13 500 N. Determine the required diameter of the rod for a factor of safety 2. Neglect any stress concentration and column effect. Assume the following values: Ultimate strength = 550 MPa %3D Yield strength = 470 MPa Size factor = 0.85 Surface finish factor = 0.89 Correction factors = 1.0 for bending = 0.7 for axial %3D load The endurance limit in reversed bending may be taken as one-half the ultimate strength.Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. 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. 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.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…y= A Ax = Bx = Ex = Number Number 4₁₂ Number C () B W Find the magnitude of the horizontal and vertical components of the pin reactions at A, B, and E, given: W = 25 KN, L₁ = 85 mm, L₂= 110 mm, L3 = 45 mm, Radiuspulley = 4 mm Note, all answers in this problem should be entered as positive values L₂ KN, Ay= kN, By = KN, Ey = Number Number E Number KN KN L3 KN