The aluminum alloy [G= 4,000 ksi] pipe shown in Figure P6.48 is fixed to the wall...
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The aluminum alloy [G= 4,000 ksi] pipe shown in Figure P6.48 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 misalignment of 4° was found to exist. To connect the pipe to its supports, a temporary installation torque T'B must be applied at 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. ム L2 (1) B E FIGURE P6.48 (a) Determine the temporary installation torque TB that must be applied at B to align the bolt holes at A. (b) Determine the maximum shear stress Tinitial in the pipe after the bolts are connected and the temporary installation torque at B is removed. (c) Determine the magnitude of the maximum shear stress in segments (1) and (2) if an external torque TB = 150 kip. in. is applied at B after the bolts are connected. The aluminum alloy [G= 4,000 ksi] pipe shown in Figure P6.48 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 misalignment of 4° was found to exist. To connect the pipe to its supports, a temporary installation torque T'B must be applied at 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. ム L2 (1) B E FIGURE P6.48 (a) Determine the temporary installation torque TB that must be applied at B to align the bolt holes at A. (b) Determine the maximum shear stress Tinitial in the pipe after the bolts are connected and the temporary installation torque at B is removed. (c) Determine the magnitude of the maximum shear stress in segments (1) and (2) if an external torque TB = 150 kip. in. is applied at B after the bolts are connected.
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To solve this problem we will first calculate the moment of inertia of the pipe segment then determine the torque required to align the bolt holes at ... View the full answer
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