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- Solve the preceding problem for the following data: b = 6 in., b = 10 in, L = 110 ft, tan a = 1/3, and q = 325 lb/ft.The uniform 44 kN bar BC is supported by a pin at C and the aluminum wire AB. The cross-sectional area of the wire is 178.5 mm2. Assuming bar BC to be rigid, find the vertical displacement of B due to the weight of the bar. Use E = 71 GPa for aluminum. Anwer must be in mm.the bent bar AB weighing 10lb/ft is mounted as shown in figure 2 upon a carriage weighing 250 lb. The center of gravity of the carriage is at C midway between the wheels. If P=108lb and there is no frictional resistance at the wheels, find the wheel reaction R1. find the vertical component of the hinge force at A. find the horizontal concept of the hinge force at A.
- The figure illustrates a torsion-bar spring OA having a diameter d = 12 mm. The actuating cantilever AB also has d = 12 mm. Both parts are of carbon steel. Use Castigliano’s theorem and find the spring rake k corresponding to a force F acting at B.CDEFGH is plate with a circular hole in it and has a unit weight p = 2 kN/m². If the initial length of the spring is 1m, find the stretched length of the spring attached at C to the given system. The stiffness of the spring id k-50 kN/m. p H 0 2 m Lütfen birini seçin: D A. 1.6019 m B. 1.8258 m C. 2.0480 m D. 2.2694 m E. 1.3727 m F. None of the above X 2 m 2 m G 2 m F E 3m 1mA steel bar of cross-sectional area 200 mm^2 is loaded as shown in Fig. Find the change in length of the bar. Take E as 200 GPa. 50 kN 45 kN 35 kN 30 kN + 200 mm 300 mm 150 mm
- A distributed force and a concentrated force act on the 20m long bar shown below. 2 kN 400 N/m A B * 5m * 5m - 10m Draw a free-body diagram replacing the distributed force by a concentrated force. Calculate the three support reactions. (Result check: Ay = 3.5kN)A 27‑kg sing is attached to the right end of a horizontal beam (the beam's mass m = 7.7 kg). The left end of the beam is mounted into a wall and it's right end is supported by a string which makes an angle θ = 32° with the beam, see the picture below. Find the magnitude of the tension in the string. 1. The tension in the string, T Find the reaction force exerted by the wall on the beam. 2. The x component of the wall's reaction force, Rx = 3. The y component of the wall's reaction force, Ry =A beam ABC rests on simple supports at points A and B and is supported by a cable at point C. The beam has total length 2L and supports a uniform load of intensity q. Prior to the application of the uniform load, there is no force in the cable nor is there any slack in the cable. When the uniform load is applied, the beam deflects downward at point Cand a tensile force I develops in the cable. Find the magnitude of this force. Cable A T A B C 000
- A uniform bar 6 m long is held by ropes at the ends making angle 60° and 30°, respectively, with the horizontal. A weight of 400 N is hung 1.0 m from the left end where the 60° rope is attached. Find the tension in the rope and the weight of the bar.A cylindrical steel pressure vessel has a 700 mm inner radius and 15 mm thick walls. Find the change in the inner radius when the vessel is pressurized to 1.5 MPa. Use E= 200 GPa and Poisson's ratio= 0.3 for steel.Please don't provide handwritten solution ....