Compute the support reaction of the given beam.
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- PART 1 1. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=11 ft, b=5 ft and w = 11.5 kips/ft. IMAGE* 2. Calculate the reaction forces Ay and Cy 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* Answers: Ay = ? kips, Cy = ? kips PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 11 ft(c) x = 14.333333333333 ftWhen entering your answers, use the shear force sign convention.Answer:(a) V = ? kips.(b) V = ? kips.(c) V = ? kips. PART 3 The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips.Answer: x = Enter your answer in accordance to the question statement ft. PART 4 Determine the maximum bending moment that acts anywhere…For the given beam: (a) Which of the following is the vertical reaction at c. [ Select] (b) Which of the following is the vertical reaction at D. [Select ] (c) Which of the following is the vertical reaction at B. [ Select] (d) Which of the following is the vertical reaction at A. [ Select ] | 60 kn 190 kn 400 kn 10 m 4 m By 4 m 10 m 4 m 10 m > >Given the Statically Determinate Simple Beam as shown below withinternal hinged at Point B and additional external support at Point D (0.9 m fromPoint A). 10N/mDetermine the following:a.) The External Reaction at Point A.b.) The Internal Reaction at Point B.c.) The External Reaction at Point C.d.) The External Reaction at Point D. express in 3 decimal points
- PLEASE ?? ANSWER ?Part 1 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= 3.00 m, b= S.00 m. PB= 35kN, and PC = 65kN. Construct the shear force and bending-moment diagrams on paper and use t he results to answer the quest ions 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.) Please Answer: Ay = kN Dy = kN ?Part 2 Determine the shear force acting at each of the following locations: (a)x = 2 m (b)x =4m (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. Please Answer: (a) V= kN (b) V=…A uniform beam that 10-m long is being supported by two men, one man at each end. The weight of the beam. Is 100-N. If the first man supporting at the right side exert twice as much as the second man on the left, where must a 50-N motor be placed (measured from the first man) on top of the beam? Show complete solution.Engineering science Determine the support reactions of a beam carrying a concentrated load and a uniformly distributed load.
- 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.Compute the reactions of the supports of beams; 1. AB 2. CD 3. EF 4.GH 5. IJ 6. KLSketch the free body diagrams of the beam showing all the loading andexternal reactions.
- Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. Determine the following: - Reaction support at point B. - Reaction support at point D. - Centroid of the triangular load. - Shear force equation for segment AB. - Bending moment equation for segment AB. - Shear force equation for segment BC. - Bending moment equation for segmentConsider the given beam and loading. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. a.For the beam and loading shown, identify the shear and bending moment diagrams. b.For the beam and loading shown, identify the equations of the shear and bending-moment curves. c. For the beam and loading shown, identify the shear and bending moment diagrams. d.For the beam and loading shown, identify the equations of the shear and bending-moment curves.For the beam AB shown in Cases 1 and 2, derive and plot expressions for the shear force and bending moment acting on section 1 in terms of the distance x (0 < x< L). [Note: Case 1 results in the conventional V- and M-diagrams, in which the loads are fixed and the location of the section varies; the diagrams for Case 2 (called influence diagrams) show the variation of V and M at a fixed section as the location of the load is varied]