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- Q4(a) Identify at least FIVE (5) factors that affect the Force, F in FigureThe assembly is made of A-36 steel cylinders. (Figure 1) Part A: If the gap between C and the rigid wall at D is initially 0.15 mm, determine the magnitudes of the support reactions at A and D when the force P = 220 kN is applied. Enter your answers in kilonewtons to three significant figures separated by a comma. Fa, Fd = ?The rigid lever arm is supported by two A-36 steel wires having the same diameter of 4 mm. Determine the smallest force P that will cause (a) only one of the wires to yield; (b) both wires to yield. Consider A-36 steel as anelastic perfectly plastic material.
- The bell-crank mechanism is in equilibrium for an applied load of P = 24 kN. Assume that a = 300 mm, b = 235 mm, and θ = 55°. The pin at B has a diameter of d = 22 mm, and the bell crank has a thickness of t = 7 mm. Calculate the bearing stress in the bell crank at pin B.Someone already solved this and the answr is .0212 and -0.025. My question is is it okay to solve this even if it is not in equilibrium? Why?Consider the sleeve made From two copper tubes joined by tin-lead solder over distance s. The sleeve has brass caps at both ends that are held in place by a steel bolt and washer with the nut turned just snug at the outset. Then, two "loadings" are applied: a = 1/2 turn applied to the nut; at the same time, the internal temperature is raised by ?T = 30°C. (a) Find the forces in the sleeve and boll, Psand PB, due to both the priestess in the bolt and the temperature increase. For copper, use EI= 120 GPa and ac= 17 × W+C; for steel, use E, = 200 GPa and a, = 12 × 10-6/°C. The pitch of the boll threads is p = 1.0 mm. Assume s = 26 mm and bolt diameter dB= 5 mm. (b) Find the required length of the solder joint, s, if shear stress in the sweated joint cannot exceed the allowable shear stress t ™ 18.5 MPa. (c) What is the final elongation of the entire assemblage due to both temperature change A T and the initial prestress in the bolt?
- Please show the complete solution and draw the free body diagram correctlyThe aluminum alloy [G = 4000 ksi] pipe is fixed to the wall support at C. The bolt holes in the flange at A were supposed to align with mating holes in the wall support; however, an angular misaligment of 4° was found to exist. To connect the pipe to its supports, a temporary installation torque T'B must be applied to B to align flange A with the mating holes in the wall support. The outside diameter of the pipe is 5.5625 in. and its wall thickness is 0.258 in. The segment lengths are L1= 16 ft and L2 = 24 ft. a) Determine the temportary installation torque T'B that must be applied to B to align the bolt holes at A b) Determine the maximum shear stress τinitial in the pipe after the bolts are connected and the temporary installation torque at B removed c)Determine the magnitude of the maximum shear stress in segment (1) and (2) if an external torque TB= 150 kip-in. is applied at B after the bolts are connectedAnswer the following questions: 1. Draw a Free Body Diagram with forces and reactions. 2. What are the reactions at pins A and E ?
- 3-5.4. Determine the value of T if the force system shown in Fig. P-3-5.4 is in equilibrium. Suggestion: Use a moment summation.The system is made up of a bar, supported by a pin at point A and by a smooth collar at point B (the collar slides on the ABG bar). The collar is pinned to bar BDE, and bar BDE is supported by a pin at D and a cable at end E. Determine the innner charges un a cut that passes trough the point G(normal force and cutting force, and flexing moment With T=26 lb, a=4 in, b=9 inThe rigid pipe is supported by a pin at A and an A-36 steel guy wire BD. If the wire has a diameter of 0.25 in., determine how much it stretches when a load of P = 600 lb acts on the pipe.