A concentrated load P is supported by two inclined bars as shown. Bar (1) is made of cold-rolled red brass [E = 16,700 ksi; α = 10.4 × 10−6 /°F] and has a cross-sectional area of 0.205 in.2. Bar (2) is made of 6061-T6 aluminum [E = 10,000 ksi; α = 13.1 × 10−6 /°F] and has a cross-sectional area of 0.370 in.2. After load P has been applied and the temperature of the entire assembly has increased by 56°F, the total strain in bar (1) is measured as 1000 με (elongation). Assume θ = 50° and β = 53°. (a) Determine the stress in bar (1). (b) Determine the force in bar (1).
A concentrated load P is supported by two inclined bars as shown. Bar (1) is made of cold-rolled red brass [E = 16,700 ksi; α = 10.4 × 10−6 /°F] and has a cross-sectional area of 0.205 in.2. Bar (2) is made of 6061-T6 aluminum [E = 10,000 ksi; α = 13.1 × 10−6 /°F] and has a cross-sectional area of 0.370 in.2. After load P has been applied and the temperature of the entire assembly has increased by 56°F, the total strain in bar (1) is measured as 1000 με (elongation). Assume θ = 50° and β = 53°. (a) Determine the stress in bar (1). (b) Determine the force in bar (1).
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
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A concentrated load P is supported by two inclined bars as shown. Bar (1) is made of cold-rolled red brass [E = 16,700 ksi; α = 10.4 × 10−6 /°F] and has a cross-sectional area of 0.205 in.2. Bar (2) is made of 6061-T6 aluminum [E = 10,000 ksi; α = 13.1 × 10−6 /°F] and has a cross-sectional area of 0.370 in.2. After load P has been applied and the temperature of the entire assembly has increased by 56°F, the total strain in bar (1) is measured as 1000 με (elongation). Assume θ = 50° and β = 53°.
(a) Determine the stress in bar (1).
(b) Determine the force in bar (1).
(c) Determine the magnitude of load P.
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