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- 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.A 40-lb weight is dropped from a height of h = 2 ft. A 40-lb weight is dropped from a height of h = 2 ft onto the center of the cantilevered A992 steel beam. If the beam is a W10 * 15, determine the maximum bending stress in the beam. onto the center of the cantilevered A992 steel beam. If the beam is a W10 * 15, determine the maximum bending stress in the beam.Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should be supported with solutions. Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 110 kN and R2 = 50 kN. Use a ruler for the straight line part/s of the diagrams.
- Make the free body diagram and calculate the reaction efforts at the points with movement restrictions imposed. Data: L1 = 1.9m L2 = 3.3m L3 = 3.5m P1 = 75kN P2 = 140kNThe beam safely supports shear forces and bending moments of 2kN and 6.5 kN-m respectively. Based on this criterion, can it be safely subjected to the loads F = 1kN and C = 1.6 kN-m?Determine the shear force and bending moment in thecompound beam as function of the variables w and l,and draw the shear force and bending momentdiagrams.
- The bar supported by a pin at B and a cable at A carries a load of 260 N at C. Neglecting the weight of the bar, determine the normal force, shear force, bending moment, and torsion. all of which are 7 meters away from point A.Draw the shearing-force and bending-moment diagrams for the following beams: 1. A cantilever of length 20 m carrying a load of 10 kN at a distance of 15 m from the supported end. 2. A cantilever of length 20 m carrying a load of 10 kN is uniformly distributed over the inner 15 m of its length. 3. A cantilever of length 12 m carrying a load of 8 kN, applied 5 m from the supported end, and a load of 2kNlm over its whole length.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…
- 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]The beam shown has the following data:w1 = 10.0 kN/mw2 = 30.4 kN/mx = 14.8 my = 4.8 mDetermine the magnitude of the reaction force at C in kNThe shear diagram visually represents the shear forces to which a bar is submitted. Considering the structure below, CONSTRUCT the shear diagram and DETERMINE what is the maximum magnitude of the shear force suffered by this bar. ALTERNATIVES 1.0 kN 14.5 kN 15.5 kN 19 kN.m 28 kN