Problem 4.4 The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC, and CD are AAB=0.08 in². Apc = 0.11 in², and Acp = 0.06 in², respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C. (Figure 1) Figure Aluminum E10(10) ksi 2.00 kip Steel Copper E=18(10³) ksi E₁=29(10³) ksi -18 in- 3.50 kip 3.50 kip < 1 of 1 -12 in- 1.75 kip 1+ + 1.75 kip -16 in 150 kip 24 Y Part A SB/c Value Determine the displacement of B with respect to C of the composite shaft. Express your answer to three significant figures and include the appropriate units. Submit Provide Feedback Request Answer Units < 1 of 7 ? > Review Next >
Problem 4.4 The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC, and CD are AAB=0.08 in². Apc = 0.11 in², and Acp = 0.06 in², respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C. (Figure 1) Figure Aluminum E10(10) ksi 2.00 kip Steel Copper E=18(10³) ksi E₁=29(10³) ksi -18 in- 3.50 kip 3.50 kip < 1 of 1 -12 in- 1.75 kip 1+ + 1.75 kip -16 in 150 kip 24 Y Part A SB/c Value Determine the displacement of B with respect to C of the composite shaft. Express your answer to three significant figures and include the appropriate units. Submit Provide Feedback Request Answer Units < 1 of 7 ? > Review Next >
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC, and CD are AAB = 0.08 in², ABC = 0.11 in², and Acp = 0.06 in², respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C.
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