Q1) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal values, and determine (a) the position and magnitude of the maximum B.M., and (b) the position of any point of contraflexure. 15 kN 10 kN/m 1.5 m 3 m A Wissen B TTTTTT 3 m 7 m 5 kN-m
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- Q) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal values, and determine (a) the position and magnitude of the maximum B.M., and (b) the position of any point of contraflexure. 5 kN/m 15 kN 50 kN.m 2 m 4 m 2 m 2 mQ) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal values, and determine (a) the position and magnitude of the maximum B.M., and (b) the position of any point of contraflexure. 2kN 8kN KN/m 10m 1kN/m B C AD 15m 13m 4m 12m 13KNQ) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal values, and determine (a) the position and magnitude of the maximum B.M., and (b) the position of any point of contraflexure. 2kN 8kN KN/m 10m 2 F 1kN/m C AD E 15m 13m 4m 12m 13KN
- Draw the shear-force and bending-moment diagrams for the beam shown. PROVIDE A DETAILED AND COMPLETE SOLUTION. 1100 lb lb 400 6000 lb-ft D 2 ft B 6 ft C 2 ft 2 ft EQ.2. Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, and determine (a) the position and magnitude of the maximum B.M. 20KN 40 KN 20 KN/m A B4 D R1 = 140 KN R2= 40 KN(a) Determine the internal shear force and bending moment in member BCDE immediatelyto the left and to the right of pt. D. (b) Determine the internal shear force and bending momentin member AC at mid-length between pts. A & C.Provide FBDs to illustrate the direction of each internal force.
- The beam supports the triangular distributed load shown below with max = 510 lb/ft. The reactions at A and B are vertical. Part A Determine the resultant internal loadings on the cross section at point C. Express your answers, separated by commas, to three significant figures. Nc, Vc , Mc = Submit SHADE Request Answer 6 ft .. - D 6 ft . x C -6 ft W TR 130 E 4.5 ft 4.5 ft for Part A for Part A for Part A for Part A ndo for Part redo for Part A reset for Part A keyboard shortcuts for Part A help for Part A kip, kip, kip-ftDetermine the reactions at the beam supports for the given loading if F= 200 Ib/ft. (Round the final answer to the nearest whole number.) F1 Parabolas 100 lbvt B 12ft 6ft The reaction at the beam support Ais The moment at the beam support Ais Ib. 1 Ib-ft.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…
- Use 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.A beam (AB) is supported by a roller at B and a pin at A. It is subjected to the following uniform distributed loads. Determine the vertical reaction force at pin A. 9 kN/m 6kN/m 3 kN/m A B 1.5m 3 m 1.5m Select one: O a. 23.625 kN downward O b. 23.625 kN upward O c. 186.875 kN downward O d. 186.875 kN upward iull lis ST FUJTSUQ) Draw the S.F. and B.M. diagrams for the beam loaded as shown in Figure, inserting principal values, and determine (a) the position and magnitude of the maximum B.M., and (b) the position of any point of contraflexure. 8kN 2kN 2KN/m 10m 15 1kN/m AB 12m 4m 13m 15m 15KN