Civil engineering The figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is fitted inside of an aluminum alloy [G =4,000 ksi] tube (2). The tube is attached to a fixed plate at C, and both the rod and the tube are welded to a rigid end plate at A. The roddiameter is d₁ = 1.15 in. The outside diameter of the tube is D₂ = 3.4 in. and its wall thickness is t₂ = 0.130 in. Overall dimensions of theassembly are a = 50 in. and b = 14 in. The allowable shear stresses for the bronze and aluminum materials are 10600 psi and 7600 psi,respectively. Further, the rotation angle of end B must be limited to a magnitude of 4.3°. Based on these constraints, what is themaximum torque Te that can be applied at end B?D2Answer:TB =EndplateA12FixedplateTube (2)aRod (1)lb-inbTBBW

Answered: Image /qna-images/answer/6f4213c3-e781-4583-8864-dae0cd93f04f.jpg

The figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is fitted inside of an aluminum alloy [G= 4,000 ksi] tube (2). The tube is attached to a fixed plate at C, and both the rod and the tube are welded to a rigid end plate at A. The ro diameter is d₁ = 1.15 in. The outside diameter of the tube is D₂ = 3.4 in. and its wall thickness is t₂ = 0.130 in. Overall dimensions of th assembly are a = 50 in. and b = 14 in. The allowable shear stresses for the bronze and aluminum materials are 10600 psi and 7600 psi respectively. Further, the rotation angle of end B must be limited to a magnitude of 4.3°. Based on these constraints, what is the maximum torque Te that can be applied at end B? End plate 12 Fixed plate d₁ TB

The figure shows a cutaway view of an assembly in which a solid bronze [G= 6,500 ksi] rod (1) is fitted inside of an aluminum alloy [G= 4,000 ksi] tube (2). The tube is attached to a fixed plate at C, and both the rod and the tube are welded to a rigid end plate at A. The ro diameter is d₁ = 1.15 in. The outside diameter of the tube is D₂ = 3.4 in. and its wall thickness is t₂ = 0.130 in. Overall dimensions of th assembly are a = 50 in. and b = 14 in. The allowable shear stresses for the bronze and aluminum materials are 10600 psi and 7600 psi respectively. Further, the rotation angle of end B must be limited to a magnitude of 4.3°. Based on these constraints, what is the maximum torque Te that can be applied at end B? End plate 12 Fixed plate d₁ TB

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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