Problem 1: For the shown beam: 15 kN/m a. Calculate the Equivalent Concentrated force FR for 3 KN 5 kN/m 1 KN the shown distributed load. 50% b. Resolve all forces in their X and Y 12 m components. c. Find the total Fx and Fyacting on this beam.
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Q: A
A: Shear Force
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- PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. 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. IMAGE* Calculate the reaction forces Ay and MA 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.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…Draw the shear force diagram for the given beam along with calcukation and accurate values in the diagram.4. Calculate the internal forces at D for the Beam in Figure 4. A 400 lb/ft -6 ft- (1) ID -3 ft- B
- Q3: Draw the shear force and bending moment diagrams for the beam as shown below. Also, find the points of contraflexure. (Use method of sections). 6 kN 20 kN/m D 2 m 2 m 2 mSuppose beam of the list on a comer A and against a wall at the point B( No friction any surfaces) The Beam angle 30 degrees. The force between the beam and the Conner (at point A) is 10N, Calculate X Component of force this force given the coordinate axes defined in the Figure. Suppose a beam of lengh L sts ona comer Aend againat a wal at point 8 (Aume na tion on any sufacen). The bean mtnde degrees with the comer e shown in the gun Asune he force betenen the bean and the comer a pont Ajis 10N, cae ha bron given the coordeatn auna dafred in the fgum II. Calculate all the Support reaction at B. For the purposes of Submission Divide all your force Values by q0*a (ie. Fa/(q0*a), thereby yielding a unitless number 90 D E 2a B.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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: Ay = kN, MA = kN-m.
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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.) Determine the bending moment acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5 mWhen entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 MA 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: Ay = kN, MA = kN-m. Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.Draw the free-body diagram for the following problem.The beam shown.
- Problem #5: For the 2D beam below, with F 15 kips, M, = 7 kip-ft, and shear and bending moment diagrams. Report your answer in kip and kip-ft to one decimal place. w,= 2.5 kip/ft draw the Wo F, Fo Mo Mo 2.0 ft 1.0 ft 5.0 ft 2.0 ft By uploading this work, I attest that the work contained herein is solely my own, that I only used the given equation sheet as a reference, and that I have not received any information from anyone else or source regarding this exam at any time.For the beam shown, derive the expressions for V and M, and draw the shear force and bending moment diagrams. Calculate the shear force V and bending moment M at a cross section located 0.5 m from the fixed support. Neglect the weight of the beam. (Show complete calculation and step by step process. Show free body diagram)Q3 Draw shear force and bending moment diagram for the following beam.