The assembly is the same as in problem 2. It consists D of two rods AC and BD attached to the 100-lb uniform rigid beam AB. The only change we will now introduce is a change in temperature of the two rods. C 25 in. Between the unloaded case (no rigid bar, no 300-lb 300 lb 15 in. force) and the loaded case, we will increase the rods' temperature by an amount AT = 2 °F. If we want rigid bar AB to be horizontal in this scenario, we need B to apply the 300-Ib loading at a different location x 30 in. than in problem 2. Find this location. Both rods have a square cross-section with dimensions 0.5 in x 0.5 in. The rods are made of material with a Young's modulus E=32 (10³) ksi, and a coefficient of thermal expansion a = 6 × 10-6 /°F.
The assembly is the same as in problem 2. It consists D of two rods AC and BD attached to the 100-lb uniform rigid beam AB. The only change we will now introduce is a change in temperature of the two rods. C 25 in. Between the unloaded case (no rigid bar, no 300-lb 300 lb 15 in. force) and the loaded case, we will increase the rods' temperature by an amount AT = 2 °F. If we want rigid bar AB to be horizontal in this scenario, we need B to apply the 300-Ib loading at a different location x 30 in. than in problem 2. Find this location. Both rods have a square cross-section with dimensions 0.5 in x 0.5 in. The rods are made of material with a Young's modulus E=32 (10³) ksi, and a coefficient of thermal expansion a = 6 × 10-6 /°F.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Need help with this engineering of Materials
review
My final answer is 7 inch but am not sure

Transcribed Image Text:The assembly is the same as in problem 2. It consists
D
of two rods AC and BD attached to the 100-lb
uniform rigid beam AB. The only change we will now
introduce is a change in temperature of the two rods.
C
25 in.
Between the unloaded case (no rigid bar, no 300-lb
300 lb
15 in.
force) and the loaded case, we will increase the rods'
temperature by an amount AT = 2 °F. If we want
rigid bar AB to be horizontal in this scenario, we need
В
30 in. -
to apply the 300-Ib loading at a different location x
than in problem 2. Find this location.
Both rods have a square cross-section with dimensions 0.5 in x 0.5 in. The rods are made of
material with a Young's modulus E=32 (10³) ksi, and a coefficient of thermal expansion a =
6 × 10-6 /°F.
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