The dimensions of the cross section of an airplane fuselage are shown in figure 1. If the fuselage is subjected to a torque of 8 MN-m, determine the maximum shear stress and twist per unit length of the fuselage. The thickness of the wall is 3 mm. Take the G for curved walls as 25000 N/mm and for the straight walls as 27500 N/mm².
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- two solid steel shafts of different diameters are joined together at point C. the diameter of the smaller shaft is 0.5 in, while the diameter of the larger shaft is 1 in. if the supports at both ends, A & B, are unyielding / rigid, and a counterclockwise torque of 500 ft lb at point D, determine the maximum shear stress in the shaft in ksi. The modulus of rigidity for steel is 10800 ksi.Show full solution pleaseThe solid-circular member AC, having a diameter D and a shear modulus of 69 GPa, is subjected to the torques 2T and 3T at points A and B, respectively. If Tallow = 35 MPa and (OA/c)allow =2°. detemine the maximum pemissible value of the torque T. Use the table given below and your student ID to find the values of L1, L2, and D. B A 3T 2T Student L1 (m) L2 (m) D ID (mm) 1131731 1 0.6 78The copper pipe has an outer diameter of 2.5 in. and an inner diameter of 2.25 in. It is tightly secured to the wall at C and a uniformly distributed torque is applied to it as shown.(Figure 1) Points A and B lie on the pipe's outer surface. Figure C B |--M 2 ft V 150 lb-ft/ft. TIM A 2 ft V -- < 1 of 1 Determine the shear stress at point A. Express your answer to three significant figures and include appropriate units. TA = ΤΑ Submit Part B O — μA 4 TB = Value Units Previous Answers Request Answer X Incorrect; Try Again; 4 attempts remaining μA P Determine the shear stress at point B. Express your answer to three significant figures and include appropriate units. Value Units ? www ? Submit Previous Answers Request Answer
- The mean dimensions of the cross-section of the leading edge and torsion box of an airplane wing can be approximated as shown. If the wing is made of 2014-T6 (G = 19 GPa) aluminum alloy having an allowable shear stress of Tallow = 158 MPa, and the wall thickness is 12 mm. Determine the maximum allowable torque and the corresponding angle of twist per meter length of the wing.A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm and a wall thickness of 10 mm. Segment (2) has an outside diameter of 150 mm and a wall thickness of 10 mm. The shaft is subjected to torques TB = 42 kN-m and TC = 18 kN-m, which act in the directions shown in Figure. Determine the maximum shear stress magnitude in Segment (2). J1= 54019686 mm4J23D 21551281 mm4 TB Tc (2) O 88.8 MPa 62.3 MPa O 44.4 MPa 124 6 MPaTwo solid steel shafts of different diameters are joined together at point C. The diameter of the smaller shaft is 0.5 inch, while the diameter of the larger shaft is 1 inch. If the supports at both ends, A & B, are unyielding / rigid, and a counterclockwise torque of 500 ft lb is applied at point D, determine the maximum shear stress in the shaft in ksi. The modulus of rigidity for steel is 10800 ksi. 8 in 5 in 12 in
- A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 212 mm and a wall thickness of 9 mm. Segment (2) has an outside diameter of 139 mm and a wall thickness of 11 mm. The shaft is subjected to torques TB = 47 kN-m and Tc = 24 kN-m, which act in the directions shown. Determine the maximum shear stress magnitudes 7₁, 72 in each shaft segment. Answers: T1 = i T2 = i (1) (2) MPa. MPa.The compound shaft is attached to a rigid wall at each end. For the bronze segment AB, the diameter is 72 mm and G = 30.49 GPa. For the steel segment BC, the diameter is 48 mm and G = 83.57 GPa. Given that a = 2.09 m and b = 1.48 m, compute the largest torque T (in Nm) that can be applied as shown in the figure if the maximum shear stress is limited to 66.49 MPa in the bronze and 85.69 MPa in the steel. Round off the final answer to two decimal places.The diameter of and LcD = 240 mm. 1. The lengths LAB = LBC = 200 mm parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. If the torque T = 2.2 kN- m, determine the magnitude of the angle of twist of the right end of the bar relative to the wall in degrees. 4 kN-m 8 kN-m LAB. LBC. 2. The lengths LAB = LBC = 200 mm and LCD = 240 mm. The diameter of parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. What value of the torque T would cause the angle of twist of the right end of the bar relative to the wall to be zero? 4 kN-m 8 kN-m LAB. T LBC
- A steel core is bonded firmly to the copper tube (shell) to form the shaft shown. The length of the shaft is 450 mm and the end A is fixed to the wall. Take the shear modulus of steel and copper as 76 GPa and 38 GPa, respectively. The diameter of the core is 60 mm and the outer diameter of the shaft is 100 mm. Determine the maximum external torque (Tmax) so that the absolute maximum shear stress for any point H on the surface of the copper shell does not exceed 50 MPa. 450 mm A 100 mm 60 mm В Tmax =? kN · mThe compound shaft is attached to a rigid wall at each end. For the bronze segment AB, the diameter is 68 mm and G = 34.84 GPa. For the steel segment BC, the diameter is 40 mm and G = 83.59 GPa. Given that a = 2 m and b = 1.5 m, compute the largest torque T (in Nm) that can be applied as shown in the figure if the maximum shear stress is limited to 69.92 MPa in the bronze and 87.06 MPa in the steel. Round off the final answer to two decimal places. d ... A Bronze B Steel b.A bar having a radius equal to 0.375 inches is subjected to different torques along its span as shown below. Determine the max shear stress that is experienced by the bar. 10-ft 50 16 ft 701-ft solb ft