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- The maximum bending stress of a hollow shaft is equivalent to 80N/mm2, while the maximum shear stress is equal to 70 N/mm2.The shaft rotates and loads are applied suddenly, with minor shocks. Determine the outer and inner diameter (in mm) of a hollow shaft that is required to carry a bending moment of 2100 N-m and a torque of 4100 N-m if the thickness of the hollow shaftis equal to 0.15of the outer diameter of the shaft. Apply ASME Code for this problem.PART 1 answer Ay=45kN Dy=140kn PART 2 Determine the shear force acting at each of the following locations: (a) x = 2m (b) x = 6m (c) x = 9m (d) x = 12m My Answer: (a) V= 45kN (b) V= -20kN (c) V= -110kN (d) V= 30kN PART 3 Determine the bending moment acting at each of the following locations: (a) x=4m (b) x = 8 m (c) x = 10 m When entering your answers, use the bending moment sign convention. Need Answers: (a) M= ________________kN-m (b) M= ________________kN-m (c) M= ________________kN-mDetermine the bending moment acting at each of the following locations:(a) x = 13.5- ft (i.e., just to the left of point B)(b) x = 13.5+ ft(i.e., just to the right of point B)(c) x = 17.0 ft (i.e. at point C)(d) x = 23.0 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: (a) M = kips-ft (b) M = kips-ft (c) M = kips-ft (d) M = kips-ft Use your shear-force and bending-moment diagrams to determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg, and their respective locations, xmax, pos and xmax, neg. When entering your answers for the maximum bending moments, use the shear-force and bending-moment sign conventions detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value.Answers: Mmax, pos = kips-ft xmax, pos = ft Mmax,…
- he maximum bending stress of a hollow shaft is equivalent to 80 N/mm2, while the maximum shear stress is equal to 70 N/mm2. The shaft rotates and loads are applied suddenly, with minor shocks. Determine the outer and inner diameter (in mm) of a hollow shaft that is required to carry a bending moment of 2100 N-m and a torque of 4100 N- m if the thickness of the hollow shaft is equal to 0.15 of the outer diameter of the shaft. Apply ASME Code for this probleAnswer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ftA gantry crane of weight W=100 Kg moves across a bridge with the length /=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles. So it’s wrong answer 1136 N can anyone how to solve for it different ?
- A half section of pipe rests on a frictionless horizontal surface as shown. If the half section of pipe has a mass of 9 kg and a diameter of 300 mm, determine the bending moment at point J when 0=90°.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.A gantry crane of weight W=100 Kg moves across a bridge with the length I=5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations along the beam. Assume only concentrated loads at the front and rear axles.
- Bending moment equation for segment BC. * a. 7.35x(KN)-0.05x3(KN/m2)-34.3KN.m b. 7.26x(KN)-0.07x3(KN/m2)-35.3KN.m c. 7.28x(KN)-0.06x3(KN/m2)-33.4KN.m d. 7.6x(KN)-0.08x3(KN/m2)-32.4KN.mDraw the shear force and bending moment diagram for the loaded simply supported beam as shown below. Also, mark all salient points of shear force and bending moment values in the diagram with proper units. where F1=50 N, F2=50 N, F3=40 N/m, X1=4 m, X2=4 m, X3=4 m, X4=3 m, X5=4 mEngr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations