2. Determine the reaction at the support A and B of the propped cantilever beam. 300 Ib/ft 120 hn 15 ft
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- A simply supported beam carries a uniformly distributed load as shown below, determine the deflection and slope develop at point B. Use Conjugate MethodFor the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. Derive the equations and construct the shear-force and bending-moment diagrams on paper and use the results to answer Find the following: A. What is the shear force (in kips rounded to the nearest whole number) at x = 6.0 ft? B. what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 6.0 ft? C. what is the shear force (in kips rounded to the nearest whole number) at x = 9.0 ft? D. what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? E. what is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures.Learning Goal: To apply the condition of equilibrium to three-dimensional systems and solve for unknown forces. Part A - Finding the tension in cable AC As shown, a mass is being lifted by a strut that is supported by two cables AC and CD. The dimensions given are a = b = 4.30 ft, c = 9.10 ft, d = 3.70 ft, and e = 5.30 ft.(Figure 1) 7.10 ft, A weight of 120 lb acts at C on the strut. Find the magnitude of the tension in cable AC. Express your answer to three significant figures and include the appropriate units. • View Available Hint(s) HA ТАС Value Units Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining Part B - Finding the unknown weight What is the weight of an unknown hanging mass when the compressive force in strut BC is 525 lb? Express your answer to three significant figures and include the appropriate units. • View Available Hint(s) Figure 1 of 1 ? HA W = Value Units Submit B Part C - Finding the maximum weight a
- Q2:- Determine the magnitude of the component force F and the F Magnitude of the resultant force FR 30 300 N If FR is directed along the positive y-axis ?kindly answer this engineering mechanics statics problem with complete solution and graph, thank you so muchDouble Integration The given overhanging beam is loaded as shown. Use E = 1.5 x 10^6 psi and I = 40 in^4. A) determine the deflection at point B in inches. B) determine the location of the maximum deflection from the left support in ft. C) determine the maximum deflection in inches and calculate the slope of elastic curve over the right support.
- T ØD VP The figure (not drawn to scale) shows a metallic cylindrical column submitted to a combined load: bending and torsion. The column contains an hemispherical groove of radius r, located at a distance i from the point of application of the loads. You are given the column diameter D= 68 mm, the groove radius - 6 mm, the distance L = 200 mm, the bending load P= 5 kN, and the torque T = 600 N.m. The material data are Young's modulus E= 122 GPa Shear Modulus G = 55 GPa Poisson's ratio v = 0.1 and Yield strength oy = 380 MPa. a) Write a numbered list of the calculation steps required to obtain the factor of safety in yielding based on the maximum distortion energy (Von Mises) criterion.A cantilever beam is subjected to a point load and a moment as shown in Figure Q1. Use Area Moment Method and draw the elastic curve to a. To determine the possible positions (x's) of the greatest deflection wrt section/point A. b. To determine the deflection at B (where P is applied) c. To determine the magnitude and direction of the greatest deflection but in terms of P, L, E and I. Note: El is constant A L B P 7|2 L 3PL 4For 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=11.0 ft, b=4.5 ft, c= 7.0 ft, w = 11 kips/ft and M = 220 kip-ft. 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 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.)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 = 11.0 ft (i,e., at point B)(c) x = 15.5- ft (i.e., just to the left of the support C)(d) x = 15.5+ ft (i.e., just to the…
- For the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. What is the shear force and bending moment (in kips rounded to the nearest whole number) at x = 6.0 ft? What is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures. Determine the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths Determine the maximum bending stress (positive if tensile and negative if compressive) produced in the cross section. Express your answer in MPa rounded to the nearest tenths.Give me both right solutions. Answer the following questions about the distributed load below. a: Find the equivalent resultant force (the process will be shown). b: Find the moment acting on point O.Pictured below is a smooth bar (no friction) held in position by a pin and contact with the wall on the left end and subjected to a vertical load P at the right end. Find the distance d that the force needs to be along the bar for equilibrium given the pin is a distance a away from the wall and the bar makes an angle 0 with the horizontal. The weight of the bar is negligible. (Hint: Use the three equations of equilibrium and solve for d. The values for a, 0, and Pare constants.)