Convert final answers from "Ib" to "kip" where 1000 lb = 1 kip. Similarly, your moment should be expressed using kip-ft. a) Compute Ax b) Compute Ay. Be sure to indicated direction with your boxed answer. Use units of kips. c) What is the moment exerted by the wall on the beam? Be sure to indicated direction. Use units of kip-ft
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- 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…Draw the free body diagram, shear force diagram, and bending moment diagram for section BC and AB of the beam shown below. Make one set for the horizontal plane and another set for the vertical plane. The values of P1 and P2 are not specifed and can be kept generic.Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 3.4 ft, P = 25 kips, and w = 1.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
- Given the Statically Determinate Propped Beam as shown below withinternal hinged at Point B. The uniformly varying load is 10 N/m at Point C. Determine the following:a.) The Moment Reaction at Point A.b.) The External Reaction at Point A.c.) The Internal Reaction at Point B.d.) The External Reaction at Point C. NOTE: 3 DECIMAL PLACES1. Simplified free body diagram of the beam ABCDE that includes the values of the reactions at the supports and all the effects of the loads to which the frame is subjected. (Consider the vertical component of the reaction at the point E is 52 kN upwards and the horizontal component is 24 kN to the left) 2. From the previous FBD draw the shear force and bending moment diagrams for the beam indicating the absolute maximum values (magnitude and location). You must draw below the free body diagram the V and M diagrams in line and on the same page.Find the reactions of the structure and draw the shear and moment diagrams for the beam (Use the Force Method).
- Homework 1 The simple beam AE shown in the Figure (1) supports a concentrated loads. Determent the following: 1-Reactions in points A and E 2- Shear force at each points 3- Bending moment at each points 4- Draw the shear-force and bending-moment diagrams for this beam. t S5m —I 20[—;5 m—-l-_S m:j Figure (1)find the reactions for the beam shown! Draw Shear + moment diagram. Use superposition method!Determine the following for the given beam set-up:a) Reactions b) Complete Shear Diagram and Computations c) Complete Moment Diagram and Computations
- Solve the problem below. Provide a clean solution. Label each points from A to E then draw the load, shear and moment diagram for each given beam. Indicate each important end points. Problem 2Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where P = 950 lb, F = 2010 lb, w0 = 1090 lb/ft, a = 3 ft, b = 5.5 ft, c = 4 ftFind the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where Wo = 12 kN/m, P = 10 kN, a = 2 m, b = 2.5 m, c = 2m